TY - CONF A1 - Hajhariri, Aliasghar T1 - Investigation of Super Insulation degradation of a tank for cryogenic goods. Effect of fire on the storage of Cryogenic fluids N2 - Cryogenic liquefied gases, such as liquid hydrogen (LH2) and liquefied natural gas (LNG), are becoming more popular as eco-friendly energy sources. However, using these gases more often increases the risk of accidents, making it important to conduct thorough risk assessments. The storage systems for these gases rely on thermal superinsulation (TSI), which can fail under extreme heat, especially during fires. Therefore, it is essential to study how and why TSI fails. This research (part of PhD topic) aims to examine insulation performance, thereby improving the overall safety of cryogenic storage systems. T2 - Colloquium of Departement 3 CY - Berlin, Germany DA - 27.05.2024 KW - Investigation KW - Insulation degradation KW - Tank for cryogenic goods PY - 2024 AN - OPUS4-60462 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Holtappels, Kai T1 - Renewable energies in Germany – Safety aspects with respect to pipelines N2 - BAM was asked to present German strategies and Projects with respect to Pipelines. Beside an introduction to BAM three Major Topics were presented: Power-to-Gas strategy in Germany, an application of distributed acoustic and fiber optic sensors for the continuous monitoring of pipes and so-called West-Jefferson Tests. T2 - 1st International Cold Regions Oil & Gas Seminar CY - Seoul, Korea DA - 07.12.2016 KW - Pipelines KW - Power-to-gas KW - Distributed acoustic sensors KW - Fiber optics PY - 2016 AN - OPUS4-38708 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Holtappels, Kai T1 - Real-scale experiments in the field of fire and explosion safety - The test site for technical safety of BAM N2 - Die BAM hält mit dem TTS umfangreiche Möglichkeiten für Großversuche im Bereich Brand- und Explosionsschutz. Neben dem Themenfeld-Projekt CoFi-ABV werden andere Projekte des Fachbereichs 2.4 kurz vorgestellt. Außerdem werden die Möglichkeiten der BAM dargestellt, Behörden und Organisationen mit Sicherheitsaufgaben mit wissenschaftlich-technischer Expertise zu unterstützen. T2 - 13. Europäischer Katastrophenschutzkongress in Berlin CY - Berlin, Germany DA - 19.09.2017 KW - Großversuche KW - Explosionsschutz KW - Explosion KW - Behälterversagen KW - Alternative Kraftstoffe PY - 2017 AN - OPUS4-42181 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schmidt, Anita T1 - UN-Kisten aus aller Welt N2 - Die BAM ist zuständige Behörde für die Zulassung von Gefahrgutverpackungen. Jetzt wurden die in der BAM eingegangenen Gefahrgutverpackungen aus Wellpappe des vergangenen Jahres auf ihre Zulassungskonformität überprüft. Dabei wurden 176 aus 16 Ländern auf Berstfestigkeit und Wasseraufnahme geprüft. KW - Gefahrgut KW - Transport KW - Logistik KW - Verpackung KW - Zulassung PY - 2017 SN - 0016-5808 VL - 2017 IS - 4 SP - 14 EP - 16 PB - Storck-Verlag Hamburg CY - Hamburg AN - OPUS4-40967 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schmidt, Dirk T1 - Explosive cutting of pipelines for the determination of materials properties N2 - Incidents in the past already showed that pipelines transporting compressible fluids are in risk of suffering propagating ductile fractures in case of damages to the pipes. Therefore, the knowledge of the fracture properties of pipeline steels is of high importance. Commonly the properties are determined in laboratory scale, but these do not fully correspond with full-scale fracture behaviour especially at dynamic conditions when highly pressurized gases are released during the crack propagation. This paper describes so-called West Jefferson Tests and Midscale-Tests in which pipelines under pressure were cut with an explosive charge to initiate the crack propagation. T2 - 9th World Conference on Explosive and Blasting CY - Stockholm, Sweden DA - 10.09.2017 KW - Explosive cutting KW - Pipelines KW - Determination of materials PY - 2017 AN - OPUS4-41996 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eberwein, Robert A1 - Rogge, Andreas A1 - Behrendt, F. A1 - Knaust, Christian T1 - Dispersion Modeling of LNG-Vapor on Land – A CFD-Model Evaluation Study N2 - Based on methane from renewable resources, LNG is an alternative fuel for heavy and long-distance traffic in land transport. Contrary to its positive properties, the fuel contains risks from an explosion and extremely low temperatures for personal and infrastructure safety. CFD-models are suitable for doing risk analyses for arbitrary scenarios. For examining how to model for risk research the dispersion of LNG-vapor, this paper contains a model variant study, with an evaluation by experiments. This paper describes the use of the CFD-code ANSYS Fluent for simulating experiments of the ‘LNG Safety Program Phase II‘. The content of the well-documented experiments was the research of the vaporization rate of LNG on land and the dispersion of LNG-vapor in the air. Based on the comparison to two experiments, overall 12 CFD-model variants with varying thermal and turbulence parameters were examined how they affect the transient LNG-vapor dispersion in air. The definition of turbulence-boundary-condition at the domain borders had the biggest impact on modeling, followed by the turbulence model. The most accurate model variant had been applied for observing the spreading behavior of LNG-vapor in the air after evaporation on land and analyzing the influence of the LNG-composition to the dispersion. The results show that the mixture of LNG-vapor and the air in the free field is cooler than the ambient air and spreads like a heavy gas on the ground. KW - LNG KW - CFD KW - Heavy gas KW - Model evaluation PY - 2020 DO - https://doi.org/10.1016/j.jlp.2020.104116 VL - 65 SP - 104116 PB - Elsevier Ltd. AN - OPUS4-50697 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schmidt, Anita T1 - Transport von Lithium-Batterien N2 - Im Bereich des Transports von Lithium-Batterien erfüllt die BAM gesetzliche Aufgaben. Diese betreffen insbesondere den Transport von Lithium-Batterien und die entsprechenden zulässigen (und von de BAM zugelassenen) Gefahrgutverpackungen. T2 - Erfa Verpackungen 2018 CY - Berlin, Germany DA - 27.09.2018 KW - Gefahrguttransport KW - Gefahrgutverpackungen KW - Lithium-Batterien PY - 2018 AN - OPUS4-47121 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Holtappels, Kai A1 - Theil, Benjamin A1 - Erdelen-Peppler, M. A1 - Meiwes, K.C. T1 - Explosive cutting of pipelines for the determination of materials properties N2 - Incidents in the past already showed that pipelines transporting compressible fluids are in risk of suffering propagating ductile fractures in case of damages to the pipes. Therefore, the knowledge of the fracture properties of pipeline steels is of high importance. Commonly the properties are determined in laboratory scale, but these do not fully correspond with full-scale fracture behaviour especially at dynamic conditions when highly pressurized gases are released during the crack propagation. This paper describes so-called West Jefferson Tests and Midscale-Tests in which pipelines under pressure were cut with an explosive charge to initiate the crack propagation. T2 - 9th World conference on Explosives and Blasting CY - Stockholm, Sweden DA - 10.09.2017 KW - Pipelines KW - Explosive cutting KW - Determination of materials PY - 2017 SN - 978-0-9550290-5-9 SP - 385 EP - 390 PB - European Federation of Explosives Engineers CY - UK AN - OPUS4-41994 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Holtappels, Kai T1 - Materialuntersuchung an Pipelinerohren unter Einsatz von Schneidladungen N2 - Extremprüfung an Pipelinerohren zur dauerhaften Gewährleistung der Sicherheit an Gasfernleitungen: An mehreren Pipelinerohren mit unterschiedlichen Dimensionen (Länge zwischen 8 und 36 m, Außendurchmesser von 400 bis 920 mm) und Wandstärken von 21 bis 38 mm wurden Versuche durchgeführt, bei denen unter Druck Risse in der Wandung durch geeignete Schneidladungen initiiert wurden. Diese Risse breiten sich aufgrund der in den Rohren in Form von Gasdruck gespeicherten Energie aus. In Abhängigkeit von den Materialeigenschaften der Pipelinerohre sowie den Prüfbedingungen von Druck (175 bis 300 bar) und Pipelinetemperatur (Umgebungstemperatur bis -30 °C) wurden die Rissgeschwindigkeiten und –längen bestimmt. Im Anschluss an die Versuche wurden die Rissstücke herausgetrennt, damit weitergehende Materialuntersuchungen (Scherfläche, Gefügestruktur etc.) durchgeführt werden können. Verschiedene Prüfmethoden wie z. B. Battelle Drop Weight Tear Test (BDTWW) oder Charpy Vee-Notched (CVN) liefern zum Teil stark voneinander abweichende Ergebnisse, so dass diese Untersuchungen in Anlehnung an einen West-Jefferson-Tests (WJT) durchgeführt wurden. T2 - 11. Infoveranstaltung Sprengstoffe und Pyrotechnik CY - BAM, Berlin, Germany DA - 19.05.2016 KW - Ferngasleitung KW - Materialeigenschaften KW - Rissgeschwindigkeit KW - Schneidladung PY - 2016 AN - OPUS4-36280 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Schneider, Ronald A1 - Thöns, Sebastian A1 - Straub, Daniel T1 - Reliability analysis and updating of deteriorating systems with subset simulation N2 - An efficient approach to reliability analysis of deteriorating structural systems is presented, which considers stochastic dependence among element deterioration. Information on a deteriorating structure obtained through inspection or monitoring is included in the reliability assessment through Bayesian updating of the system deterioration model. The updated system reliability is then obtained through coupling the updated deterioration model with a probabilistic structural model. The underlying high-dimensional structural reliability problems are solved using subset simulation, which is an efficient and robust sampling-based algorithm suitable for such analyses. The approach is demonstrated in two case studies considering a steel frame structure and a Daniels system subjected to high-cycle fatigue. KW - Structural reliability KW - Deterioration KW - Bayesian analysis KW - Inspection KW - Monitoring KW - Subset simulation PY - 2017 DO - https://doi.org/10.1016/j.strusafe.2016.09.002 SN - 0167-4730 SN - 1879-3355 VL - 64 SP - 20 EP - 36 PB - Elsevier AN - OPUS4-38218 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mundra, S. A1 - Bernal, S. A. A1 - Criado, M. A1 - Hlaváček, Petr A1 - Ebell, Gino A1 - Reinemann, Steffi A1 - Gluth, Gregor A1 - Provis, J. L. T1 - Steel corrosion in reinforced alkali‐activated materials N2 - The development of alkali‐activated materials (AAMs) as an alternative to Portland cement (PC) has seen significant progress in the past decades. However, there still remains significant uncertainty regarding their long term performance when used in steel‐reinforced structures. The durability of AAMs in such applications depends strongly on the corrosion behaviour of the embedded steel reinforcement, and the experimental data in the literature are limited and in some cases inconsistent. This letter elucidates the role of the chemistry of AAMs on the mechanisms governing passivation and chloride‐induced corrosion of the steel reinforcement, to bring a better understanding of the durability of AAM structures exposed to chloride. The corrosion of the steel reinforcement in AAMs differs significantly from observations in PC; the onset of pitting (or the chloride ‘threshold’ value) depends strongly on the alkalinity, and the redox environment, of these binders. Classifications or standards used to assess the severity of steel corrosion in PC appear not to be directly applicable to AAMs due to important differences in pore solution chemistry and phase assemblage. KW - Corrosion KW - Alkali-activated PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-435162 DO - https://doi.org/10.21809/rilemtechlett.2017.39 SN - 2518-0231 VL - 2 SP - 33 EP - 39 PB - RILEM Publications SARL CY - Paris, France AN - OPUS4-43516 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Greiser, Sebastian A1 - Gluth, Gregor A1 - Sturm, Patrick A1 - Jäger, Christian T1 - 29Si{27Al}, 27Al{29Si} and 27Al{1H} double-resonance NMR spectroscopy study of cementitious sodium aluminosilicate gels (geopolymers) and gel-zeolite composites N2 - The influence of starting materials and synthesis route on the properties and the structure of cementitious sodium aluminosilicate gels is not fully understood, partly due their amorphous nature and the fact that they often contain residual reactants, which can make the results of single-pulse NMR spectroscopy applied to these materials difficult to interpret or ambiguous. To overcome some of these limitations, 29Si{27Al} TRAPDOR NMR as well as 27Al{29Si} and 27Al{1H} REDOR NMR spectroscopy were applied to materials synthesized by the one-part alkali-activation route from three different amorphous silica starting materials, including rice husk ash. The latter led to formation of a fully amorphous sodium aluminosilicate gel (geopolymer), while the materials produced from the other silicas contained amorphous phase and crystalline zeolites. Application of the double-resonance NMR methods allowed to identify hydrous alumina gel domains in the rice husk ash-based material as well as significantly differing amounts of residual silica in the three cured materials. Four-coordinated Al existed not only in the aluminosilicate gel framework but also in a water-rich chemical environment with only a small amount of Si in proximity, likely in the alumina gel or possibly present as extra-framework Al in the aluminosilicate gel. The results demonstrate how the employment of different silica starting materials determines the phase assemblage of one-part alkali-activated materials, which in turn influences their engineering properties such as the resistance against chemically/biologically aggressive media. KW - Alkali-activated materials KW - Solid-state NMR KW - Aluminium hydroxide KW - Rice husk ash PY - 2018 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-469353 DO - https://doi.org/10.1039/C8RA09246J SN - 2046-2069 VL - 8 IS - 70 SP - 40164 EP - 40171 PB - Royal Society of Chemistry (RSC) CY - London AN - OPUS4-46935 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor A1 - Hlavacek, Petr A1 - Reinemann, Steffi A1 - Ebell, Gino A1 - Mietz, Jürgen ED - Alexander, M.G. ED - Beushausen, H. ED - Dehn, F. ED - Moyo, P. T1 - Leaching, carbonation and chloride ingress in reinforced alkali-activated fly ash mortars N2 - Alkali-activated fly ash mortars were studied with regard to durability-relevant transport coefficients and the electrochemical behaviour of embedded carbon steel bars on exposure of the mortars to leaching, carbonation and chloride penetration environments. The transport coefficients differed considerably between different formulations, being lowest for a mortar with BFS addition, but still acceptable for one of the purely fly ash-based mortars. Leaching over a period of ~300 days in de-ionized water did not lead to observable corrosion of the embedded steel, as shown by the electrochemical data and visual inspection of the steel. Exposure to 100 % CO2 atmosphere caused steel depassivation within approx. two weeks; in addition, indications of a deterioration of the mortar were observed. The results are discussed in the context of the different reaction products expected in high- and low-Ca alkali-activated binders, and the alterations caused by leaching and carbonation. T2 - International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018) CY - Cape Town, South Africa DA - 19.11.2018 KW - Alkali-activated materials KW - Steel corrosion KW - Leaching KW - Carbonation PY - 2018 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-464381 DO - https://doi.org/10.1051/matecconf/201819902025 VL - 199 SP - Article Number 02025 PB - EDP Sciences AN - OPUS4-46438 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Grengg, C. A1 - Ukrainczyk, N. A1 - Mittermayr, F. A1 - Dietzel, M. T1 - Acid resistance of alkali-activated materials: Recent advances and research needs N2 - Cementitious materials are frequently applied in environments in which they are exposed to acid attack, e.g., in sewer systems, biogas plants, and agricultural/food-related industries. Alkali-activated materials (AAMs) have repeatedly been shown to exhibit a remarkably high resistance against attack by organic and inorganic acids and, thus, are promising candidates for the construction and the repair of acid-exposed structures. However, the reaction mechanisms and processes affecting the acid resistance of AAMs have just recently begun to be understood in more detail. The present contribution synthesises these advances and outlines potentially fruitful avenues of research. The interaction between AAMs and acids proceeds in a multistep process wherein different aspects of deterioration extend to different depths, complicating the overall determination of acid resistance. Partly due to this indistinct definition of the ‘depth of corrosion’, the effects of the composition of AAMs on their acid resistance cannot be unambiguously identified to date. Important parallels exist between the deterioration of low-Ca AAMs and the weathering/corrosion of minerals and glasses (dissolution-reprecipitation mechanism). Additional research requirements relate to the deterioration mechanism of high-Ca AAMs; how the character of the corroded layer influences the rate of deterioration; the effects of shrinkage and the bond between AAMs and substrates. KW - Alkali-activated materials KW - Acid attack KW - Acid resistance KW - Concrete repair KW - MIC PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-557376 DO - https://doi.org/10.21809/rilemtechlett.2022.157 SN - 2518-0231 VL - 7 SP - 58 EP - 67 PB - RILEM Publications SARL CY - Paris AN - OPUS4-55737 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Henning, Ricky A1 - Sturm, Patrick A1 - Geddes, D.A. A1 - Keßler, S. A1 - Walkley, B. A1 - Gluth, Gregor T1 - The influence of curing temperature on the strength and phase assemblage of hybrid cements based on GGBFS/FA blends N2 - Hybrid cements are composites made of Portland cement or Portland clinker and one or more supplementary cementitious materials like slag, fly ash or metakaolin, activated with an alkali salt. To date, their hydration mechanism and the phase formation at various temperatures is insufficiently understood, partly due to the large variability of the raw materials used. In the present study, three hybrid cements based on ground granulated blast furnace slag, fly ash, Portland clinker and sodium sulfate, and an alkali-activated slag/fly ash blend were cured at 10 and 21.5°C, and subsequently analyzed by XRD, 27Al MAS NMR, and TGA. The compressive strength of the hybrid cements was higher by up to 27% after 91-day curing at 10°C, compared to curing at 21.5°C. The experimental results as well as thermodynamic modeling indicate that the differences in compressive strength were related to a different phase assemblage, mainly differing amounts of strätlingite and C-N-A-S-H, and the associated differences of the volume of hydration products. While the strätlingite was amorphous to X-rays, it could be identified by 27Al MAS NMR spectroscopy, TGA and thermodynamic modeling. The microstructural properties of the hybrid cements and the alkali-activated slag/fly ash blend as well as the compatibility between thermodynamic modeling results and experimental data as a function of curing temperature and time are discussed. KW - Hybrid cements KW - Strätlingite KW - Thermodynamic modelling KW - Hydration PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-557767 DO - https://doi.org/10.3389/fmats.2022.982568 SN - 2296-8016 VL - 9 SP - 1 EP - 16 PB - Frontiers AN - OPUS4-55776 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Ke, X. A1 - Vollpracht, A. A1 - Weiler, L. A1 - Bernal, S. A. A1 - Cyr, M. A1 - Dombrowski-Daube, K. A1 - Geddes, D. A. A1 - Grengg, C. A1 - Le Galliard, C. A1 - Nedeljkovic, M. A1 - Provis, J. L. A1 - Valentini, L. A1 - Walkley, B. T1 - Carbonation rate of alkali-activated concretes and high-volume SCM concretes: a literature data analysis by RILEM TC 281-CCC N2 - The current understanding of the carbonation and the prediction of the carbonation rate of alkali-activated concretes is complicated inter alia by the wide range of binder chemistries used and testing conditions adopted. To overcome some of the limitations of individual studies and to identify general correlations between mix design parameters and carbonation resistance, the RILEM TC 281-CCC ‘Carbonation of Concrete with Supplementary Cementitious Materials’ Working Group 6 compiled and analysed carbonation data for alkali-activated concretes and mortars from the literature. For comparison purposes, data for blended Portland cement-based concretes with a high percentage of SCMs (≥ 66% of the binder) were also included in the database. The analysis indicates that water/CaO ratio and water/binder ratio exert an influence on the carbonation resistance of alkali-activated concretes; however, these parameters are not good indicators of the carbonation resistance when considered individually. A better indicator of the carbonation resistance of alkali-activated concretes under conditions approximating natural carbonation appears to be their water/(CaO + MgOeq + Na2Oeq + K2Oeq) ratio, where the subscript ‘eq’ indicates an equivalent amount based on molar masses. Nevertheless, this ratio can serve as approximate indicator at best, as other parameters also affect the carbonation resistance of alkali-activated concretes. In addition, the analysis of the database points to peculiarities of accelerated tests using elevated CO2 concentrations for low-Ca alkali-activated concretes, indicating that even at the relatively modest concentration of 1% CO2, accelerated testing may lead to inaccurate predictions of the carbonation resistance under natural exposure conditions. KW - Alkali-activated materials KW - Durability KW - Carbonation KW - Accelerated testing PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-560037 DO - https://doi.org/10.1617/s11527-022-02041-4 VL - 55 IS - 8 SP - 1 EP - 15 PB - Springer Nature AN - OPUS4-56003 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Bernal, S. A. A1 - Dhandapani, Y. A1 - Elakneswaran, Y. A1 - Gluth, Gregor A1 - Gruyaert, E. A1 - Juenger, M. C. G. A1 - Lothenbach, B. A1 - Olonade, K. A. A1 - Sakoparnig, M. A1 - Shi, Z. A1 - Thiel, C. A1 - Van den Heede, P. A1 - Vanoutrive, H. A1 - von Greve-Dierfeld, S. A1 - De Belie, N. A1 - Provis, J. L. T1 - Report of RILEM TC 281-CCC: A critical review of the standardised testing methods to determine carbonation resistance of concrete N2 - The chemical reaction between CO2 and a blended Portland cement concrete, referred to as carbonation, can lead to reduced performance, particularly when concrete is exposed to elevated levels of CO2 (i.e., accelerated carbonation conditions). When slight changes in concrete mix designs or testing conditions are adopted, conflicting carbonation results are often reported. The RILEM TC 281-CCC ‘Carbonation of Concrete with Supplementary Cementitious Materials’ has conducted a critical analysis of the standardised testing methodologies that are currently applied to determine carbonation resistance of concrete in different regions. There are at least 17 different standards or recommendations being actively used for this purpose, with significant differences in sample curing, pre-conditioning, carbonation exposure conditions, and methods used for determination of carbonation depth after exposure. These differences strongly influence the carbonation depths recorded and the carbonation coefficient values calculated. Considering the importance of accurately determining carbonation potential of concrete, not just for predicting their durability performance, but also for determining the amount of CO2 that concrete can re-absorb during or after its service life, it is imperative to recognise the applicability and limitations of the results obtained from different tests. This will enable researchers and practitioners to adopt the most appropriate testing methodologies to evaluate carbonation resistance, depending on the purpose of the conclusions derived from such testing (e. g. materials selection, service life prediction, CO2 capture potential). KW - Concrete KW - Cement KW - Carbonation KW - Testing KW - Standards PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-609364 DO - https://doi.org/10.1617/s11527-024-02424-9 VL - 57 SP - 1 EP - 31 PB - Springer Nature AN - OPUS4-60936 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Henning, Ricky A1 - Sturm, Patrick A1 - Keßler, S. A1 - Gluth, Gregor ED - Lothenbach, B. ED - Wieland, E. ED - Altmaier, M. T1 - Influence of salt aggregate on the degradation of hybrid alkaline cement (HAC) concretes in magnesium chloride-rich saline solution simulating evaporite rock N2 - Concretes produced from salt aggregate and hybrid alkaline cements, an alkali-activated slag/fly ash blend, or a Portland cement were exposed to a magnesium chloride-rich saline solution ([Mg2+] = 3.6 m, [Cl−] = 8.3 m), representing a solution formed after contact of surface water with evaporite rock (rock salt) in a nuclear waste repository. The hydration and deterioration of the concretes were studied with X-ray diffraction, thermogravimetric analysis, pH mapping and permeability measurements. The results show that calcium silicate hydrate (C-S-H) or sodium-substituted calcium aluminium silicate hydrate (C-N-A-S-H) and Friedel's salt were the major reaction products in the concretes prior to exposure to the saline solution. During exposure to the saline solution, increasing amounts of C-S-H/C-N-A-S-H dissolved, and gypsum and a secondary AFm phase formed. The durability of the concretes improved with increasing amounts of Portland clinker in the cements, due to the associated differences in permeability and chemical resistance. Nevertheless, a massive increase of permeability occurred for all concretes, likely caused by crack formation due to the formation of gypsum from anhydrite in the salt aggregate. Thus, the behavior of the concretes differed from, and was more complex than, the behavior of plain cement pastes. T2 - Joint 6th International Workshop on Mechanisms and Modelling of Waste/Cement Interactions (JCCW 2023) CY - Prague, Czech Republic DA - 20.11.2023 KW - Nuclear waste repository KW - Evaporite rock KW - Magnesium chloride brine KW - Concrete KW - Hybrid alkaline cement PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-599928 DO - https://doi.org/10.1016/j.apgeochem.2024.106027 SN - 0883-2927 SN - 1872-9134 VL - 168 SP - 1 EP - 14 PB - Elsevier AN - OPUS4-59992 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bartholmai, Matthias A1 - Neumann, Patrick P. A1 - Johann, Sergej A1 - Tiebe, Carlo A1 - Gawlitza, Kornelia A1 - Bartelmeß, Jürgen T1 - KonSens - Kommunizierende Sensorsysteme für die Bauteil- und Umweltüberwachung N2 - In the KonSens Project, sensor systems are developed, validated, and operated in form of functional models for the application areas Structure Integrated Sensors and Mobile Multi-gas Sensors. Key aspects are the detection and evaluation of corrosion processes in reinforced concrete structures as well as the detection and quantification of very low concentrations of toxic gases in air. The adaption of sensor principles from the lab into real-life application including appropriate communication techniques is a major task. In recent years, Structural Health Monitoring have gained in importance, since growing age of buildings and infrastructure as well as increasing load requirements demand for reliable surveillance methods. In this regard, the project follows two strategies: First, the development and implementation of completely embedded sensor systems consisting of RFID-tag and in situ sensors, and their further application potential (e.g. for precast concrete elements, roadways, wind power plants, and maritime structures). Secondly, the development of a long-term stable, miniaturized, fiber optic sensor for a ratiometric and referenced measurement of the pH-value in concrete based on fluorescence detection as an indicator for carbonation and corrosion. Environmental pollution through emission of toxic gases becomes an increasing problem not only in agriculture (e.g. biogas plants) and industry but also in urban areas. This leads to increasing demand to monitor environmental emissions as well as ambient air and industrial air components in many scenarios and in even lower concentrations than nowadays. The selectivity of luminescence-based sensors is enabled by the combination of the sensing dye and the material, which is used as accumulation medium for concentration of the analyte. This principle allows for developing gas sensors with high selectivity and sensitivity of defined substances. Additional benefits, particularly of fluorescence-based sensors, are their capability for miniaturization and potential multiplex mode. Objective is the development and implementation of sensors based on fluorescence detection for defined toxic gases (ammonia, hydrogen sulfide, ozone, and benzene) with sensitivity in the low ppm or even ppb range. Additionally, the integration of such sensors in mobile sensor devices is addressed. T2 - Colloquium of Optical Spectrometry (COSP) 2017 CY - Berlin, Germany DA - 27.11.2017 KW - RFID sensors KW - Sensors in concrete KW - Gas sensors KW - Mobile sensors KW - Fluorescence sensors PY - 2017 AN - OPUS4-43183 LA - mul AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eberwein, Robert A1 - Hajhariri, Aliasghar A1 - Camplese, D. A1 - Scarponi, G. E. A1 - Cozzani, V. A1 - Otremba, Frank T1 - Insulation Materials Used in Tanks for the Storage of Cryogenic Fluids in Fire Scenarios N2 - The importance of tanks for storing cryogenic fluids in the energy industry is increasing because of ongoing political conflicts and the implementation of more environmentally friendly energy sources. Key representatives for the application of cryogenic tanks are natural gas in the form of Liquefied Natural Gas (LNG) and hydrogen, e. g. in the form of Liquefied Hydrogen (LH2), for which significantly higher transport capacities can be achieved with the same transport volume using cryogenic storages than with storages based solely on overpressure. What applies to all cryogenic transported fluids in common is their condition that must be maintained. Hence heat flows into the preserved fluid must be minimized. Thermal super Insulations (TSI) based on e. g. multilayer insulations (MLI), perlites, and vacuum are utilized for this purpose and have already proven themselves in similar applications. However, for the use of tanks for cryogenic fluids in the transport sector, there is insufficient knowledge regarding the course and consequences of incidents, which is due to the still short period of use and the few documented incidents, hence few investigations carried out in this field. Typical scenarios in the transport sector represent car accidents with collisions, fires, and their combination, which are associated with extraordinary loads on the tank. The focus of this study is to investigate the behavior of TSI as a result of their thermal exposure to a heat source representing a fire. It is worth mentioning that this could lead to an increase of the heat flux into a tank by several orders of magnitude, and to permanent damage of the TSI, ultimately rapid release of flammable gas as well as a Boiling Liquide Expanding Vapour Explosion (BLEVE). For this purpose, a high temperature thermal vacuum chamber (HTTVC) has been developed that allows thermal loading of MLI or perlites in a vacuum and simultaneous measurement of heat flow through this TSI. The HTTVC is designed to represent realistic insulation conditions and to withstand thermal loads from typical design fires. The HTTVC was applied to investigate TSI based on MLI and vacuum. It is shown that the thermal stress caused permanent damage to the TSI, with shrinkage, phase change, pyrolysis, and condensation being significant damage mechanisms. The results are relevant for the evaluation of accident scenarios and can thus contribute to the improvement of TSI and the development of emergency measures for the protection of persons and infrastructures. T2 - ASME 2023 Pressure Vessels & Piping Conference (PVP2023) CY - Atlanta, Georgia, USA DA - 16.07.2023 KW - LH2 KW - LNG KW - MLI KW - Fire PY - 2023 SP - 1 EP - 8 PB - ASME AN - OPUS4-57973 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eberwein, Robert A1 - Scarponi, Giordano Emrys A1 - Cozzani, Valerio A1 - Otremba, Frank T1 - Lh2 Tanks In Fire Incidents - The Cryogenic High Temperature Thermal Vacuum Chamber Enables In-Depth Insights N2 - Liquefied Hydrogen (LH2) and Liquefied Natural Gas (LNG) establish themselves as important energy carriers in the transport sector. Their storage requires tanks with thermal super-insulations to keep them at cryogenic conditions for a long time. These insulation systems have proven itself in various applications over a long time. However, these insulations are still new in land transportation, where accidents involving collisions, fires, and their combination are to be expected. This study summarizes the results of the ongoing research program in which insulations commonly used in industry were analysed through experimental and numerical studies under fire-like conditions. It was found that there are strong differences among the various insulation systems. Several safety concerns and research gaps exists for layered insulations, which are typically used in land transport. To further analyse these insulation systems, a new test concept called Cryogenic High Temperature Thermal Vacuum Chamber (CHTTVC) was developed and manufactured. This concept enables the testing of large insulation samples under industrial conditions and the consideration of cryogenic conditions relevant for the investigation of various phenomena. The results are important for the evaluation of accident scenarios, the improvement of thermal super-insulations, and the development of emergency measures. T2 - IMECE 2024 CY - Oregon, Portland, USA DA - 17.11.2024 KW - LH2 KW - LNG KW - Fire KW - Insulation KW - Safety PY - 2024 SN - 978-0-7918-8869-8 SP - 1 EP - 7 PB - ASME AN - OPUS4-61751 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Camplese, D. A1 - Chianese, C. A1 - Scarponi, G. A1 - Eberwein, Robert A1 - Otremba, Frank A1 - Cozzani, V. T1 - Analysis of high temperature degradation of multi-layer insulation (MLI) systems for liquid hydrogen storage tanks N2 - The interest in hydrogen-based green energy is increasing worldwide, and the same is true for hydrogen-powered vehicles. Among the possible solutions to store hydrogen in such vehicles, cryogenic tanks equipped with multi-layer insulation (MLI) are the most promising to increase the amount of energy stored per unit volume. However, MLI is affected by severe deterioration when exposed to an external source of heat such as a fire following a car accident, leaving the tank unprotected and leading to failure in a relatively short time. In this work, a one-dimensional model to evaluate MLI thermal degradation when a liquid hydrogen tank is exposed to fire is presented. The relevance of taking MLI degradation into account when simulating the pressure increase due to external fire exposure is here demonstrated through the analysis of several case studies. The results show that MLI systems performance depletes within a few minutes of exposure to hydrocarbon poolfire. T2 - ICheaP 16 CY - Naples, Italy DA - 21.05.2023 KW - LH2 KW - MLI KW - Tiefkalt KW - Fire KW - Tank PY - 2023 SN - 2283-9216 VL - 2023 SP - 1 EP - 6 PB - AIDIC Servizi S.r.l. AN - OPUS4-57584 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eberwein, Robert T1 - Wasserstoff - Kryogene Anwendungen N2 - Wasserstoff wird als ein potenzieller alternativer Energieträger gesehen, mit dem die für 2050 gesetzten Klimaziele erreicht werden könnten. Der Transport von Wasserstoff ist mittels verschiedener Speichertechniken möglich, von denen der kryogene Transport mit den größten volumetrischen Energiedichten einhergeht. Hierdurch eignen sich diese Speicher besonders für die energieintensiven Verkehrsmittel im Land-, See- und Flugverkehr. Im Vortrag werden Speichertechniken, Gefahren im Umgang mit kryogenen Gasen sowie bisherige Störfälle dargestellt. Darauf aufbauend wird ein Teil der aktuellen Forschungsarbeit an der BAM vorgestellt, die die Sicherheit dieser Speicher unter außergewöhnlichen Belastungen adressiert. T2 - 26. Gefahrgutkongress Mecklenburg-Vorpommern CY - Rostock, Germany DA - 03.11.2022 KW - Wasserstoff KW - H2 KW - LNG KW - LH2 KW - Tank PY - 2022 AN - OPUS4-56181 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Camplese, D. T1 - Analysis of high temperature degradation of multi-layer insulation (MLI) systems for liquid hydrogen storage tanks N2 - The interest in hydrogen-based green energy is increasing worldwide, and the same is true for hydrogen-powered vehicles. Among the possible solutions to store hydrogen in such vehicles, cryogenic tanks equipped with multi-layer insulation (MLI) are the most promising to increase the amount of energy stored per unit volume. However, MLI is affected by severe deterioration when exposed to an external source of heat such as a fire following a car accident, leaving the tank unprotected and leading to failure in a relatively short time. In this work, a one-dimensional model to evaluate MLI thermal degradation when a liquid hydrogen tank is exposed to fire is presented. The relevance of taking MLI degradation into account when simulating the pressure increase due to external fire exposure is here demonstrated through the analysis of several case studies. The results show that MLI systems performance depletes within a few minutes of exposure to hydrocarbon poolfire. T2 - ICheaP 16 CY - Naples, Italy DA - 21.05.2023 KW - LH2 KW - MLI KW - Fire KW - Tank PY - 2023 AN - OPUS4-57553 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eberwein, Robert T1 - Systems for the storage of cryogenic liquefied gases N2 - Liquefied Hydrogen (LH2) or Liquefied Natural Gas (LNG) establish themselves as important energy carriers in the transport sector. Its storage requires tanks with Thermal Super Insulations (TSI) to keep the transported fluid cold. The presentation includes 2 main topics of the department. First TSI has proven itself in various applications over a long time, but not in the land transport sector, where accidents involving collisions, fires, and their combination are to be expected. To analyze fire scenarios a High-Temperature Thermal Vacuum Chamber (HTTVC) was developed that allows the thermal loading of thermal insulation material in a vacuum and measuring the heat flow through the TSI in parallel. Within this chamber, 5 samples were tested regarding 3 different types of MLI, rock wool, and perlites. In the presentation, the results are presented. Second, the studying of accident scenarios enables the improvement of thermal superinsulation and to find novel insulation concepts. This is necessary for LH2 large-scale storages, for which state-of-the-art solutions are not suitable. Within the presentation, a novel insulation concept will be presented. T2 - Specialist Meeting - Threats to HAZMAT Pressure Vessels and BLEVE CY - Berlin, Germany DA - 25.04.2023 KW - Crygenic KW - LH2 KW - LNG KW - Fire KW - MLI PY - 2023 AN - OPUS4-57414 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Camplese, Davide A1 - Scarponi, Giordano Emrys A1 - Eberwein, Robert A1 - Hajhariri, Aliasghar A1 - Otremba, Frank A1 - Cozzani, Valerio T1 - Comparative performance assessment of multilayer insulation (MLI) systems for liquid hydrogen vessels in fire scenarios N2 - Multilayer Insulation (MLI) systems are a mature technology for cryogenic liquid hydrogen (LH2) tank thermal insulation. Recent tests evidenced that MLI materials may be damaged when exposed to fire, resulting in critical safety issues in the case of accidents. Thus, an innovative approach to the performance assessment of aluminum and polyester-based MLIs for LH2 tanks in fire scenarios was developed. A specific model integrating the hightemperature degradation of MLIs and the thermodynamic modeling of the tank lading was coupled to specific key performance indicators. Results of the analysis applied to a vehicle-scale tank equipped with 80 MLI layers indicate that MLI degradation and consequent tank failure may occur in less than 20 min for external shell temperatures above 1160 K in the presence of full engulfment, regardless of insulation used. Conversely, degradation does not occur earlier than 3600s below 603 and 928 K for polyester and aluminum-based MLI, respectively. KW - LH2 KW - LNG KW - Cryogenic storage tank KW - Fire KW - Insulation PY - 2025 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-630841 DO - https://doi.org/10.1016/j.ijhydene.2025.04.534 SN - 0360-3199 VL - 135 SP - 537 EP - 552 PB - Elsevier Ltd. AN - OPUS4-63084 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Grasse, Dennis T1 - Aufsprenungen von Fahrausweisautomaten und deren Untersuchung N2 - Angriffe auf Geld- bzw. Fahrkartenautomaten durch Einleiten und Zünden eines explosionsfähigen Gasgemisches oder Sprengstoffes stellen erhebliche Gefährdungen von Personen und Umfeld des Tatorts dar. In den letzten Jahren wurden vermehrend Angriffe auf diese Weise durchgeführt. In Zusammenarbeit mit dem LKA Sachsen-Anhalt wurde nun mit Täterwerkzeug aus einem laufenden Gerichtsverfahren Gassprengungen durchgeführt um weitere Erkenntnisse zum Tätervorgehen zu gewinnen. T2 - 12. Infoveranstaltung Sprengstoffe und Pyrotechnik, BAM CY - Berlin, Germany DA - 18.05.2017 KW - Fahrkartenautomaten KW - Geldautomaten KW - Gas-Sprengung PY - 2017 AN - OPUS4-40553 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Johann, Sergej A1 - Baensch, Franziska A1 - Sturm, Patrick A1 - Tiebe, Carlo A1 - Pötschke, Samuel A1 - Lay, Vera ED - Holl, H. T1 - HF RFID-based measurement comparison for method optimization in M2 concrete and alkali-activated mortars N2 - Monitoring of repositories for radioactive waste requires techniques which can be applied long-term under harsh conditions. In this work, the reliability and suitability of materials and a capacitive sensor for measuring relative humidity are investigated, which are to be embedded in the special concrete components for the closure structures of underground repository. Preliminary tests with accelerated aging of the materials used, validation of the sensors under difficult conditions, investigations of the surfaces after aging by pH 14 solution, defined exposure of the sensors in a climatic chamber and the microscope images are discussed. The results will be used for further development and optimization of the RFID based sensor systems which can be applied to monitor the condition of different building structures without cabling. T2 - 37th Danubia - Adria Symposium on Advances in Experimental Mechanics CY - Linz, Austria DA - 21.09.2021 KW - Alkali-activated mortars KW - Passive sensor interface KW - RFID KW - Structural health monitoring KW - Smart structures PY - 2022 DO - https://doi.org/10.1016/j.matpr.2022.03.465 SN - 2214-7853 VL - 62 IS - 5 SP - 2571 EP - 2576 PB - Elsevier CY - Amsterdam AN - OPUS4-54697 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Patrick P. A1 - Tiebe, Carlo A1 - Bartholmai, Matthias T1 - Airborne Remote Gas Sensing and Mapping N2 - Leaking methane (CH4) from infrastructures, such as pipelines and landfills, is critical for the environment but can also pose a safety risk. To enable a fast detection and localization of these kind of leaks, we developed a novel robotic platform for aerial remote gas sensing. Spectroscopic measurement methods for remote sensing of selected gases lend themselves for use on mini-copters, which offer a number of advantages for inspection and surveillance over traditional methods. No direct contact with the target gas is needed and thus the influence of the aerial platform on the measured gas plume can be kept to a minimum. This allows to overcome one of the major issues with gas-sensitive mini-copters. On the other hand, remote gas sensors, most prominently Tunable Diode Laser Absorption Spectroscopy (TDLAS) sensors have been too bulky given the payload and energy restrictions of mini-copters. Here, we present the Unmanned Aerial Vehicle for Remote Gas Sensing (UAV-REGAS), which combines a novel lightweight TDLAS sensor with a 3-axis aerial stabilization gimbal for aiming on a versatile hexacopter. The proposed system can be deployed in scenarios that cannot be addressed by currently available robots and thus constitutes a significant step forward for the field of Mobile Robot Olfaction (MRO). It enables tomographic reconstruction of gas plumes and a localization of gas sources. We also present first results showing its performance under realistic conditions. T2 - Networked Environmental Monitoring – from sensor principles to novel services CY - BAM, Berlin, Germany DA - 06.02.2018 KW - Localization of gas sources KW - Mobile Robot Olfaction KW - Tomographic reconstruction of gas plumes KW - Tunable Diode Laser Absorption Spectroscopy (TDLAS) KW - UAV-REGAS PY - 2018 AN - OPUS4-44085 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eberwein, Robert T1 - New concepts in liquid hydrogen storage N2 - On the way to the energy transition, cryogenic fluids such as Liquefied Hydrogen (LH2) or Liquefied Natural Gas (LNG) are very important. They enable the large-scale economic transport and storage of energy as well as they represent alternative fuels for energy-intensive mobile applications such as aircrafts, ships and HGVs. For the last one, the number of vehicles and fuel stations has increased rapidly in the last 10 years all over Europe. Does this also entail new risks, for instance from a BLEVE in case of fires? To answer this question, BAM has conducted several research projects over the last decades and intensified the research recently with several experimental, numerical, and empirical outcomes on how a tank with insulation behaves in a fire. The presentation shows an overview of this research. The findings are relevant for global standardization procedures and to improve the overall safety in chemistry and technics. T2 - Hydrogen Refueling Station Opening CY - Baruth/Mark, Germany DA - 03.07.2025 KW - LH2 KW - Insulation KW - Fire KW - LNG KW - Safety PY - 2025 AN - OPUS4-63628 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Wehrstedt, Klaus-Dieter A1 - Döring, Ingo A1 - Holtappels, Kai A1 - Krischok, Frank A1 - Michael-Schulz, Heike A1 - Oeleker, Karin A1 - von Oertzen, Alexander A1 - Pötzsch, Klaus-Michael A1 - Thomalla, Nadine T1 - Empfehlungen für die Beförderung gefährlicher Güter - Handbuch über Prüfungen und Kriterien N2 - Die "Empfehlungen für die Beförderung gefährlicher Güter, Handbuch über Prüfungen und Kriterien" ergänzen die "Empfehlungen für die Beförderung gefährlicher Güter, Modellvorschriften" und das "Global harmonisierte System zur Einstufung und Kennzeichnung von Chemikalien (GHS)". Sie enthalten Kriterien, Prüfmethoden und –verfahren, die angewendet werden sowohl für die Einstufung gefährlicher Güter nach den Vorschriften der Teile 2 und 3 der Modellvorschriften als auch für Chemikalien, von denen nach dem GHS physikalische Gefahren ausgehen. KW - Adiabatische Lagerprüfung KW - Aerosole KW - Ammoniumnitrat KW - Außenbrandprüfung KW - Ballistische Mörserprüfung KW - BAM Fallhammer KW - BAM Reibapparat KW - BAM Trauzl Prüfung KW - BAM 50/60 Stahlrohrprüfung KW - Brandprüfung KW - Brennbarkeitsprüfung KW - DDT-Prüfung KW - Deflagration-Detonation-Übergangsprüfung KW - Deflagrationsprüfung KW - Deflagrationsweiterleitung KW - Desensibilisierte Explosivstoffe KW - Detonationsweiterleitung KW - Druckentlastungseinrichtungen KW - Druck-Zeit-Prüfung KW - Düngemittel KW - Dynamische longitudinale Stoßprüfung KW - Entzündbare Aerosole KW - Entzündbare feste Stoffe KW - Entzündbare flüssige Stoffe KW - Entzündbare Gase KW - Entzündend (oxidierend) wirkende feste Stoffe KW - Entzündend (oxidierend) wirkende flüssige Stoffe KW - Erwärmung unter Einschluss KW - Exotherme Zersetzung KW - Explosive Eigenschaften KW - Explosivstoffe KW - Fassprüfung KW - Flammpunkt KW - Gase KW - Gasgemische KW - Gefährliche Güter KW - Gegenstände KW - Holländische Druckgefäßprüfung KW - Isotherme Lagerprüfung KW - Kapsel-Empfindlichkeitsprüfung KW - Kavitation KW - Klassifizierungsverfahren KW - Koenen-Prüfung KW - Korrosive Eigenschaften KW - Kriterien KW - Lithium-Ionen-Batterien KW - Lithium-Metall-Batterien KW - Organische Peroxide KW - Ortsbewegliche Tanks KW - Prüfmethoden KW - Prüfverfahren KW - Pyrophore Stoffe KW - Reaktionsarten KW - Reibempfindlichkeit KW - SADT KW - Schaumaerosole KW - Schlagempfindlichkeit KW - Selbstbeschleunigende Zersetzungstemperatur KW - Selbstentzündliche Stoffe KW - Selbstunterhaltende Verbrennung KW - Selbstzersetzliche Stoffe KW - Standarddetonatoren KW - Stapelprüfung KW - Thermische Explosion KW - Thermische Stabilität KW - Thermische Stabilitätsprüfung KW - TNO 50/70 Stahlrohrprüfung KW - UN Detonationsprüfung KW - UN Gap-Prüfung KW - United Nations KW - Warmlagerungsprüfung PY - 2015 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-324125 SN - 978-3-9816380-7-3 N1 - Diese Ausgabe ist nicht mehr gültig, ein Link auf die nachfolgende Fassung befindet sich im Feld zugeöriger Identifikator. - This edition is no longer valid, a link to the following version is in the field related identifier. SP - 1 EP - 501 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin ET - 5., Amd. 1+2, Corr. 2012 AN - OPUS4-32412 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eberwein, Robert A1 - Heßmann, Jennifer A1 - Werner, Jan A1 - Scarponi, Giordano Emrys A1 - Cozzani, Valerio A1 - Otremba, Frank T1 - Investigation of Realistic Fire Scenarios Involving Cryogenic Storage Tanks N2 - The number of vehicles using or transporting cryogenic fuels such as Liquefied Hydrogen (LH2) or Liquefied Natural Gas (LNG) increases fast in the land transportation sector. Does this also entail new risks for instance from a BLEVE? A key to answer this question is to research representative fires by its characterization and its effect on the insulation. At BAM’s technical test side in Germany, a test series was started to answer this question among others. This paper presents results on a pool fire under a colorimeter, that simulates a tank. The investigation points out, that the full fire characterization approach allows to represent the fire. The findings are relevant for the investigation of a representative design fire that is applicable for the approval and improvement of tanks as well as to research accident scenarios and their consequences. T2 - Loss Prevention 2025 CY - Bologna, Italien DA - 09.06.2025 KW - LH2 KW - LNG KW - Fire KW - Tank KW - Safety PY - 2025 DO - https://doi.org/10.3303/CET25116031 SN - 2283-9216 IS - 116 SP - 181 EP - 186 PB - AIDIC AN - OPUS4-63738 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Grengg, C. A1 - Gluth, Gregor A1 - Mittermayr, F. A1 - Ukrainczyk, N. A1 - Bertmer, M. A1 - de Oliveira Guilherme Buzanich, Ana A1 - Radtke, Martin A1 - Leis, A. A1 - Dietzel, M. T1 - Deterioration mechanism of alkali-activated materials in sulfuric acid and the influence of Cu: A micro-to-nano structural, elemental and stable isotopic multi-proxy study N2 - In this study, a multi-proxy approach combining 29Si, 27Al and 1H MAS-NMR, FEG-EPMA, XANES at the Cu K-edge and XRD analytics with hydrochemical tools such as ICP-OES analyses, oxygen-isotope signatures, and thermodynamic modelling was applied to K-silicate-activated metakaolin specimens - with and without CuSO4·5H2O addition - exposed to sulfuric acid at pH = 2 for 35 days. The results revealed a multistage deterioration mechanism governed by (i) acid diffusion, (ii) leaching of K-A-S-H, (iii) microstructural damage related to precipitation of expansive (K,Ca,Al)-sulfate-hydrate phases (iv) complete dissolution of the K-A-S-H framework, (v) and formation of silica gel in the outermost corroded regions. Copper ions were mainly located in layered spertiniite-chrysocolla-like phases in the as-cured materials. The results demonstrate an overall negative effect of Cu addition on chemical material durability, implying that the reported higher durability of Cu-doped AAM in biocorrosion environments can be best explained by bacteriostatic effects. KW - Alkali-activated materials KW - Acid resistance KW - Microbially induced corrosion KW - MIC PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-520567 DO - https://doi.org/10.1016/j.cemconres.2021.106373 SN - 0008-8846 VL - 142 SP - 1 EP - 15 PB - Elsevier CY - Oxford AN - OPUS4-52056 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Ebell, Gino A1 - Hlavacek, Petr A1 - Mietz, Jürgen T1 - Chloride‐induced steel corrosion in alkali‐activated fly ash mortar: Increased propensity for corrosion initiation at defects N2 - Chloride contents at the steel–mortar interface that initiate steel corrosion were determined for carbon steel in alkali‐activated fly ash mortar for three different exposure conditions: exposure to 1 M NaCl solution; leaching in deionized water and then exposure to 1 M NaCl solution; and leaching in deionized water, aging in air at 20°C and natural CO2 concentration, and then exposure to 1 M NaCl solution. For comparison, a Portland cement mortar, exposed to 1 M NaCl solution, was studied. The median values of the corrosion‐initiating chloride contents (average over the full length of the rebar) in the alkali‐activated fly ash mortar varied between 0.35 and 1.05 wt% Cl with respect to binder, consistently lower than what was obtained for the Portland cement mortar, but with no clear trend regarding the exposure conditions. For most of the alkali‐activated fly ash mortar specimens, preferential corrosion at the connection between the working electrode and the external measurement setup was observed, while preferential corrosion did not occur for the Portland cement mortar. Scanning electron microscopy and auxiliary experiments in synthetic solutions indicated that this behavior was caused by inhomogeneities at the steel–mortar interface in the alkali‐activated mortar, likely due to its peculiar rheological properties in the fresh state. KW - Alkali-activated materials KW - Steel corrosion KW - Critical chloride content KW - Steel-concrete interface PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-507268 DO - https://doi.org/10.1002/maco.202011541 VL - 71 IS - 5 SP - 749 EP - 758 PB - Wiley-VCH AN - OPUS4-50726 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - THES A1 - Priebe, Nsesheye Susan T1 - Influence of calcination conditions and varying compositions on the reactivity and performance of brick clays as supplementary cementitious materials T1 - Der Einfluss von Kalzinierungsbedingungen und verschiedenen Zusammensetzungen auf die Reaktivität und Eigenschaften von Ziegeltonen verwendet als Zusatzstoffe in Beton N2 - Calcined clays as supplementary cementitious materials (SCMs) have been identified and credited to be a viable solution in mitigating the CO2 emissions related to cement production and consumption. Calcined clays range from a variety of different clay types based on an assortment of varying minerals and compositions. While extensive data is available on kaolinitic clays (based on the 1:1 clay type), other clays such as brick clays (based on the 2:1 clay type) are currently understudied, although such clays are largely more available than the kaolinitic clays. The aim of this thesis is to draw attention to the varying compositions present in two selected brick clays in Germany and elaborate on how such compositions affect their suitability to be used as SCMs in blended cement systems. The novelty of this thesis explains the relationship between the reactivity of the bricks to their varying compositions and their suitability for their employment as SCMs. This was based on their chemical and physical transformations in the calcination temperature range 650–900 or 950 °C, and the performance of the calcined brick clays in blended cement systems measured by their heat evolution, strength development and durability-related properties. The results of their performance were compared to two kaolinitic clays with varying compositions. While the kaolinitic clays generally exhibited the best performance as SCMs, the brick clay with a lower Fe2O3 content showed promising results similar to the kaolinitic clays when an optimum calcination temperature is applied and when substituted at a moderate cement substitution rate. Thus, this finding promoted further efforts made to improve the reactivity of the brick clay by producing a mixed clay composed of 50 % brick clay (with lower Fe2O3 content) and 50 % kaolinitic clay. The mixed clay was compared to the two individual brick clays and one kaolinitic clay, whereby optimum calcination conditions were performed in large-scale simulating an industrial-scale production of SCMs. All calcined clays exhibited pozzolanic reactivity, with the performance of the brick clays inferior to the kaolinitic clay, however, the mixed clay performed very similar to the kaolinitic clay. At a similar degree of hydration compared to plain Portland cement, the good performance of the mixed clays was especially evident in the strength development and improved chloride penetration resistance, which was caused by a refinement in the pore structure in the cementitious systems. Moreover, it was deduced that not only the high surface area, but also, the solubility of Si and Al ions in the resulting calcinate of the mixed clays plays a significant role when calcined at ~600–700 °C, which points to viable options for optimal employment of brick clays in cementitious systems. N2 - Die bei der Zementproduktion freigesetzte CO2-Menge und die daraus resultierenden Folgen für das Klima machen die Entwicklung von Zementersatzstoffen mit geringerem CO2-Fußabdruck erforderlich. Als besonders vielversprechend haben sich dabei die kalzinierten Tone erwiesen. Bei diesen handelt es sich um komplexe Systeme, bestehend aus einer Vielzahl verschiedener Tonminerale in variierender Konzentration und Zusammensetzung. Während für kaolinitische Tone (basierend auf 1:1 Tonmineralarten) bereits umfangreiche Daten gesammelt werden konnten, ist der Kenntnisstand zu anderen Tonarten z.B. Ziegeltonen (basierend auf 2:1 Tonmineralarten) derzeit noch unzureichend. Besonders vor dem Hintergrund der erheblich größeren Verfügbarkeit dieser Tonarten stellt dies einen erheblichen Nachteil dar. Ziel dieser Arbeit ist es, anhand zweier Ziegeltone aus Deutschland, aufzuzeigen welche Auswirkung die unterschiedliche Zusammensetzung der Tone sowohl auf die Reaktivität als auch auf den Einsatz als Zementersatzstoffen in Mischzementsystemen hat. Entsprechende Änderungen in der Zusammensetzung der kalzinierten Tone wurden durch die Variation der Kalzinierungstemperatur im Temperaturbereich zwischen 650 °C und 900 °C bzw. 950 °C und den folglich unterschiedlich ablaufenden chemischen und physikalischen Umwandlungsprozessen der Tonminerale erreicht. Die Leistungsfähigkeit dieser Systeme wurde anhand der Wärme- und Festigkeitsentwicklung sowie den Dauerhaftigkeitseigenschaften bewertet. Als Referenzsysteme dienten zwei 1:1 Tone mit unterschiedlicher Zusammensetzung. Die bei den 1:1 Tonen erzielten Reaktivitäten waren im Vergleich zu den Ziegeltonen zwar höher, aber bei entsprechender Kalzinierungstemperatur und moderater Zementersatzrate konnten auch bei den Ziegeltonen vielversprechende Ergebnisse erzielt werden. Basierend auf diesen Ergebnissen wurden in einem weiteren Schritt Mischtone, bestehend aus kaolinitischem Ton und Ziegelton mit geringerem Fe2O3 Gehalt (50:50), untersucht. Zur Bewertung wurden die zuvor untersuchten Ziegeltone und ein 1:1 Ton herangezogen. Bei allen kalzinierten Tonen konnte die pozzolanische Reaktion nachgewiesen werden, wobei der Ziegelton die geringsten und die 1:1 Tone die höchsten Werte lieferte. Das Mischtonsysteme sind leistungstechnisch bei den 1:1 Tonen einzuordnen. Die strukturverfeinernde Wirkung des Mischtons beim Einsatz als Zementersatz in Portlandzementsystemen führte sowohl bei der Festigkeitsentwicklung als auch beim Chlorideindringwiderstand zu einer Leistungssteigerung. Zudem konnte gezeigt werden, dass nicht nur die große spezifische Oberfläche, sondern auch die hohe Löslichkeit der Si- und Al-Ionen in den Kalzinaten der bei ~600-700 °C kalzinierten Mischtone einen großen Einfluss hat und den Einsatz der Ziegeltone in zementären Systemen begünstigt. Die Möglichkeit zur Herstellung von Zementersatzstoffen im industriellen Maßstab konnte durch Versuche im Großmaßstab ebenfalls nachgewiesen werden. KW - Blended cement KW - Brick clay KW - Calcined clay KW - Hydration KW - Illite KW - Kalzinierte Tone KW - Ziegelton PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:co1-opus4-58816 DO - https://doi.org/10.26127/BTUOpen-5881 SP - i EP - 153 PB - Brandenburgische Technische Universität Cottbus-Senftenberg CY - Cottbus AN - OPUS4-55048 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Mundra, Shishir A1 - Henning, Ricky T1 - Chloride binding by layered double hydroxides (LDH/AFm phases) and alkali-activated slag pastes: an experimental study by RILEM TC 283-CAM N2 - Chloride binding by the hydrate phases of cementitious materials influences the rate of chloride ingress into these materials and, thus, the time at which chloride reaches the steel reinforcement in concrete structures. Chloride binding isotherms of individual hydrate phases would be required to model chloride ingress but are only scarcely available and partly conflicting. The present study by RILEM TC 283-CAM ‘Chloride transport in alkali-activated materials’ significantly extends the available database and resolves some of the apparent contradictions by determining the chloride binding isotherms of layered double hydroxides (LDH), including AFm phases (monosulfate, strätlingite, hydrotalcite, and meixnerite), and of alkali-activated slags (AAS) produced with four different activators (Na2SiO3, Na2O·1.87SiO2, Na2CO3, and Na2SO4), in NaOH/NaCl solutions at various liquid/solid ratios. Selected solids after chloride binding were analysed by X-ray diffraction, and thermodynamic modelling was applied to simulate the phase changes occurring during chloride binding by the AFm phases. The results of the present study show that the chloride binding isotherms of LDH/AFm phases depend strongly on the liquid/solid ratio during the experiments. This is attributed to kinetic restrictions, which are, however, currently poorly understood. Chloride binding by AAS pastes is only moderately influenced by the employed activator. A steep increase of the chloride binding by AAS occurs at free chloride concentrations above approx. 1.0 M, which is possibly related to chloride binding by the C–(N–)A–S–H gel in the AAS. KW - Chloride binding KW - Sorption isotherm KW - Layered double hydroxide KW - AFm phase KW - Alkali-activated materials PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-599370 DO - https://doi.org/10.1617/s11527-024-02311-3 SN - 1359-5997 SN - 1871-6873 VL - 57 IS - 4 SP - 1 EP - 17 PB - Springer Nature AN - OPUS4-59937 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Licht, M. A1 - Nikoonasab, Ali A1 - Gluth, Gregor A1 - Raupach, M. ED - Claßen, M. ED - Hegger, J. ED - Matschei, T. ED - Raupach, M. T1 - Alkali-aktivierte Hüttensandbetone – CO2-reduzierte Bindemittel mit hohem Korrosionsschutzpotential N2 - Durch den Ersatz von Portlandzement können alkali-aktivierte Bindemittel einen bedeutenden Beitrag zur Verringerung der durch die Zementklinkerherstellung verursachten CO2-Emissionen leisten. Für die Verwendung von alkali-aktivierten Bindemitteln in Stahlbetonkonstruktionen, die Chloriden oder Carbonatisierung ausgesetzt sind, ist die Fähigkeit des Stahls, den passiven Zustand zu erreichen und aufrechtzuerhalten, von großer Bedeutung. Die Prozesse der Deckschichtbildung von Stahl in alkali-aktivierten Materialien unterscheiden sich jedoch zum Teil grundlegend von denen in Portlandzementen. Alkali-aktivierte Hüttensandbetone weisen gute technische Eigenschaften auf, bisher fehlen jedoch grundlegende Kenntnisse bzgl. ihrer schützenden Wirkung bei korrosiven Angriffen. Dies ist vor allem auf ihre sulfidhaltige Porenlösung zurückzuführen, welche die elektrochemischen Eigenschaften der Stahloberfläche beeinflusst und die Verwendung herkömmlicher Bewertungsmaßstäbe erschwert. Es werden erste Ergebnisse eines DFG-Forschungsprojektes vorgestellt, in dem das Passivierungsverhalten von Stahl in alkali-aktivierten Hüttensandmörteln unterschiedlicher Zusammensetzungen sowie in Mörteln auf Basis hüttensandhaltiger Normzemente untersucht wird. Über einen Zeitraum von mindestens 28 Tagen werden an Zylinderprüfkörpern im 3-Elektroden-Aufbau das Ruhepotential sowie die Polarisationswiderstände der Stahlelektroden ermittelt. T2 - 10. DAfStb-Jahrestagung mit 62. Forschungskolloquium CY - Aachen, Germany DA - 26.09.2023 KW - Bewehrung KW - Stahlkorrosion KW - Hüttensandmehl KW - Sulfid PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-593775 DO - https://doi.org/10.18154/RWTH-2023-06676 SP - 233 EP - 238 PB - RWTH Aachen CY - Aachen AN - OPUS4-59377 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Mittermayr, F. A1 - Gluth, Gregor A1 - Grengg, C. A1 - Garbe, U. A1 - Jiang, G. ED - Jiang, G. T1 - Concrete corrosion characterization using advanced microscopic and spectroscopic techniques N2 - The aim of this chapter is to give an overview of basic and advanced state-of-the-art microstructural and spectroscopic analytics to investigate inorganic material corrosion in the context of biochemically aggressive sewers. The chapter covers optical methods, electron beam, X-ray and neutron techniques (SEM, MLA, XRF, XRD, CT, Neutron radiography and tomography), and spectroscopic methods (MAS-NMR, FT-IR, and Raman). For each technique, a short section on the fundamental scientific background of the method precedes and examples of data output from the latter in respect to the corrosion of cementitious materials including reinforced concrete is presented. KW - Cement KW - Concrete KW - Deterioration KW - Spectroscopy KW - Microscopy PY - 2023 SN - 978-3-031-29940-7 SN - 978-3-031-29941-4 DO - https://doi.org/10.1007/978-3-031-29941-4_4 SP - 59 EP - 97 PB - Springer CY - Cham AN - OPUS4-57423 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Winnefeld, F. A1 - Gluth, Gregor A1 - Bernal, S. A. A1 - Bignozzi, M. C. A1 - Carabba, L. A1 - Chithiraputhiran, S. A1 - Dehghan, A. A1 - Dolenec, S. A1 - Dombrowski-Daube, K. A1 - Dubey, A. A1 - Ducman, V. A1 - Yu, J. A1 - Peterson, K. A1 - Stephan, D. A1 - Provis, J. L. T1 - RILEM TC 247-DTA round robin test: sulfate resistance, alkali-silica reaction and freeze–thaw resistance of alkali-activated concretes N2 - The RILEM technical committee TC 247-DTA ‘Durability Testing of Alkali-Activated Materials’ conducted a round robin testing programme to determine the validity of various durability testing methods, originally developed for Portland cement based-concretes, for the assessment of the durability of alkali-activated concretes. The outcomes of the round robin tests evaluating sulfate resistance, alkali-silica reaction (ASR) and freeze–thaw resistance are presented in this contribution. Five different alkali-activated concretes, based on ground granulated blast furnace slag, fly ash, or metakaolin were investigated. The extent of sulfate damage to concretes based on slag or fly ash seems to be limited when exposed to an Na2SO4 solution. The mixture based on metakaolin showed an excessive, very early expansion, followed by a dimensionally stable period, which cannot be explained at present. In the slag-based concretes, MgSO4 caused more expansion and visual damage than Na2SO4; however, the expansion limits defined in the respective standards were not exceeded. Both the ASTM C1293 and RILEM AAR-3.1 test methods for the determination of ASR expansion appear to give essentially reliable identification of expansion caused by highly reactive aggregates. Alkali-activated materials in combination with an unreactive or potentially expansive aggregate were in no case seen to cause larger expansions; only the aggregates of known very high reactivity were seen to be problematic. The results of freeze–thaw testing (with/without deicing salts) of alkali-activated concretes suggest an important influence of the curing conditions and experimental conditions on the test outcomes, which need to be understood before the tests can be reliably applied and interpreted. KW - Alkali-activated materials KW - Sulfate attack KW - Alkali silica reaction KW - Alkali aggregate reaction KW - Freeze-thaw attack PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-515527 DO - https://doi.org/10.1617/s11527-020-01562-0 VL - 53 IS - 6 SP - 140 PB - Springer Nature AN - OPUS4-51552 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mundra, Shishir A1 - Provis, J. L. T1 - Mechanisms of passivation and chloride-induced corrosion of mild steel in sulfide-containing alkaline solutions N2 - The pore fluid within many concretes is highly alkaline and rich in reduced sulfur species, but the influence of such alkaline-sulfide solutions on the surface film formed on steel reinforcement is poorly understood. This study investigates the critical role of HS− in defining mild steel passivation chemistry. The surface film formed on the steel in alkaline-sulfide solutions contains Fe(OH)2 and Fe–S complexes, and the critical chloride concentration to induce corrosion increases at high sulfide concentration. However, this behavior is dependent on the duration of exposure of the steel to the electrolyte, and the nature of the sulfidic surface layer. KW - Alkali-activated materials KW - Steel corrosion KW - Sulfide KW - Chloride PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-528861 DO - https://doi.org/10.1007/s10853-021-06237-x VL - 56 IS - 26 SP - 14783 EP - 14802 PB - Springer Nature AN - OPUS4-52886 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Arbi, K. A1 - Bernal, S. A. A1 - Bondar, D. A1 - Castel, A. A1 - Chithiraputhiran, S. A1 - Dehghan, A. A1 - Dombrowski-Daube, K. A1 - Dubey, A. A1 - Ducman, V. A1 - Peterson, K. A1 - Pipilikaki, P. A1 - Valcke, S. L. A. A1 - Ye, G. A1 - Zuo, Y. A1 - Provis, J. L. T1 - RILEM TC 247-DTA round robin test: carbonation and chloride penetration testing of alkali-activated concretes N2 - Many standardised durability testing methods have been developed for Portland cement-based concretes, but require validation to determine whether they are also applicable to alkali-activated materials. To address this question, RILEM TC 247-DTA ‘Durability Testing of Alkali-Activated Materials’ carried out round robin testing of carbonation and chloride penetration test methods, applied to five different alkali-activated concretes based on fly ash, blast furnace slag or metakaolin. The methods appeared overall to demonstrate an intrinsic precision comparable to their precision when applied to conventional concretes. The ranking of test outcomes for pairs of concretes of similar binder chemistry was satisfactory, but rankings were not always reliable when comparing alkali-activated concretes based on different precursors. Accelerated carbonation testing gave similar results for fly ash-based and blast furnace slag-based alkali-activated concretes, whereas natural carbonation testing did not. Carbonation of concrete specimens was observed to have occurred already during curing, which has implications for extrapolation of carbonation testing results to longer service life periods. Accelerated chloride penetration testing according to NT BUILD 443 ranked the tested concretes consistently, while this was not the case for the rapid chloride migration test. Both of these chloride penetration testing methods exhibited comparatively low precision when applied to blast furnace slag-based concretes which are more resistant to chloride ingress than the other materials tested. KW - Alkali-activated materials KW - Durability KW - Carbonation KW - Chloride penetration KW - Concrete PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-504045 DO - https://doi.org/10.1617/s11527-020-1449-3 SN - 1359-5997 SN - 1871-6873 VL - 53 IS - 1 SP - 21 PB - Springer Nature AN - OPUS4-50404 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Sturm, Patrick A1 - Moye, J. A1 - Gluth, Gregor A1 - Vogler, Nico A1 - Taffe, A. A1 - Kühne, Hans-Carsten ED - Rossignol, S. ED - Gluth, Gregor T1 - Properties of alkali-activated mortars with salt aggregate for sealing structures in evaporite rock N2 - Concrete structures for sealing of tunnels in the host rock are an essential part of systems for nuclear waste storage. However, concretes based on blended cements or magnesium oxychloride cements, which are commonly considered for this application, can deteriorate severely due to a significant heat of hydration and associated deformation and cracking. Alkali-activated materials (AAMs) offer a potential solution to this problem because of their low heat release during hardening. To explore their suitability for the construction of sealing structures in evaporite rock, various AAMs with salt aggregate were studied regarding fresh properties, heat release, mechanical properties and microstructure. The heat of reaction of the AAMs was up to 55% lower than that of a blended cement designed for sealing structures, indicating significant benefits for the intended application. Other relevant properties such as mechanical strength and permeability depended strongly on the mix-design of the AAMs and curing conditions. KW - Alkali-activated materials KW - Geopolymers KW - Nuclear waste storage KW - Sealing structures KW - Evaporite rock PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-519422 DO - https://doi.org/10.1016/j.oceram.2020.100041 SN - 2666-5395 VL - 5 IS - Special issue: Alkali-activated materials and geopolymers in ceramics and beyond SP - 1 EP - 8 PB - Elsevier CY - Amsterdam AN - OPUS4-51942 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hüsken, Götz A1 - Wagner, L.-C. A1 - Gluth, Gregor A1 - Pirskawetz, Stephan A1 - Kühne, Hans-Carsten T1 - Application of Steel Fibres in Alkali-Activated Mortars N2 - Alkali-activated materials are ideal for the repair of concrete structures in harsh environmental conditions due to their high durability in chemically aggressive environments. However, slag-based mortars, in particular, are prone to shrinkage and associated cracks. In this respect, the application of steel fibres is one solution to reduce the formation of shrinkage induced cracks and to improve post cracking behaviour of these mortars. This study investigated the influence of two different types of steel fibres on the tensile properties of two alkali-activated mortars. Direct tensile tests and single fibre pull-outs were performed to analyse the determining failure modes both on macro and micro scale. Mechanical testing was accompanied by non-destructive testing methods such as digital image correlation and acoustic emission for a detailed analysis of the fracture process. T2 - Local Mechanical Properties - LMP 2019 CY - Prague, Czech Republic DA - 06.11.2019 KW - Alkali-activated materials KW - Fibre pull-out KW - Steel fibres KW - Tensile strength PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-509291 UR - https://ojs.cvut.cz/ojs/index.php/APP/article/view/6695 DO - https://doi.org/10.14311/APP.2020.27.0090 VL - 27 SP - 90 EP - 95 CY - Prague, Czech Republic AN - OPUS4-50929 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Rudić, O. A1 - Mittermayr, F. A1 - Gluth, Gregor A1 - Simon, Sebastian A1 - Ukrainczyk, N. A1 - Seyrek, Y. A1 - Freytag, B. A1 - Juhart, J. A1 - Grengg, C. T1 - On the benefits of vegetable oil addition for the pore structure and acid resistance of alkali-activated systems N2 - The impact of high additions of vegetable oil (12 vol%) on the mechanical and microstructural properties of metakaolin-slag-based alkali-activated materials (AAMs) was studied. The addition of oil resulted in a slight decrease in initial polymerization kinetics but did not affect the final degree of reaction. AAM-oil-composite-mortars exhibited approximately ∼30% lower compressive strength primarily due to the entrainment of air voids. Newly formed soap phases significantly reduced the volume of small capillary and gel pores (pore radii <15 nm), leading to a decrease in specific inner surface area by a factor of up to 15. The porosity modification induced by the oil addition greatly enhanced the resistance of AAMs against sulfuric acid attack, shifting the dominant processes from diffusion and cracks to framework-dissolution controlled by the inherent phase stabilities. Following the immersion in sulfuric acid (pHstat = 2) for 8 weeks, the depth of corroded layer decreased by 70% and no cracks due to expansive phases were observed. These promising findings suggest that the incorporation of vegetable oil in AAMs has the potential to address durability concerns associated with diffusion-based corrosion processes, thereby expanding the range of future applications. KW - Alkali-activated materials KW - Acid resistance KW - Pore structure PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-581719 DO - https://doi.org/10.1016/j.ceramint.2023.08.036 VL - 49 IS - 20 SP - 33275 EP - 33290 PB - Elsevier Ltd. AN - OPUS4-58171 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mundra, S. A1 - Samson, G. A1 - Masi, G. A1 - Achenbach, R. A1 - Bastidas, D. M. A1 - Bernal, S. A. A1 - Bignozzi, M. C. A1 - Criado, M. A1 - Cyr, M. A1 - Gartner, N. A1 - von Greve-Dierfeld, S. A1 - Legat, A. A1 - Nikoonasab, Ali A1 - Provis, J. L. A1 - Raupach, M. A1 - Gluth, Gregor T1 - Application of electrochemical methods for studying steel corrosion in alkali-activated materials N2 - Alkali-activated materials (AAMs) are binders that can complement and partially substitute the current use of conventional cement. However, the present knowledge about how AAMs protect steel reinforcement in concrete elements is incomplete, and uncertainties exist regarding the application of electrochemical methods to investigate this issue. The present review by EFC WP11-Task Force ‘Corrosion of steel in alkali-activated materials’ demonstrates that important differences exist between AAMs and Portland cement, and between different classes of AAMs, which are mainly caused by differing pore solution compositions, and which affect the outcomes of electrochemical measurements. The high sulfide concentrations in blast furnace slag-based AAMs lead to distinct anodic polarisation curves, unusually low open circuit potentials, and low polarisation resistances, which might be incorrectly interpreted as indicating active corrosion of steel reinforcement. No systematic study of the influence of the steel–concrete interface on the susceptibility of steel to corrosion in AAMs is available. Less common electrochemical methods present an opportunity for future progress in the field. KW - Alkali-activated materials KW - Reinforcement corrosion KW - Steel corrrosion KW - Electrochemical methods KW - Concrete PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-572241 DO - https://doi.org/10.1002/maco.202313743 SN - 1521-4176 VL - 74 IS - 7 SP - 988 EP - 1008 PB - Wiley-VCH CY - Weinheim AN - OPUS4-57224 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Vollpracht, A. A1 - Gluth, Gregor A1 - Rogiers, B. A1 - Uwanuakwa, I. D. A1 - Phung, Q. T. A1 - Villagran Zaccardi, Y. A1 - Thiel, C. A1 - Vanoutrive, H. A1 - Etcheverry, J. M. A1 - Gruyaert, E. A1 - Kamali-Bernard, S. A1 - Kanellopoulos, A. A1 - Zhao, Z. A1 - Martins, I. M. A1 - Rathnarajan, S. A1 - De Belie, N. T1 - Report of RILEM TC 281-CCC: insights into factors affecting the carbonation rate of concrete with SCMs revealed from data mining and machine learning approaches N2 - The RILEM TC 281–CCC ‘‘Carbonation of concrete with supplementary cementitious materials’’ conducted a study on the effects of supplementary cementitious materials (SCMs) on the carbonation rate of blended cement concretes and mortars. In this context, a comprehensive database has been established, consisting of 1044 concrete and mortar mixes with their associated carbonation depth data over time. The dataset comprises mix designs with a large variety of binders with up to 94% SCMs, collected from the literature as well as unpublished testing reports. The data includes chemical composition and physical properties of the raw materials, mix-designs, compressive strengths, curing and carbonation testing conditions. Natural carbonation was recorded for several years in many cases with both indoor and outdoor results. The database has been analysed to investigate the effects of binder composition and mix design, curing and preconditioning, and relative humidity on the carbonation rate. Furthermore, the accuracy of accelerated carbonation testing as well as possible correlations between compressive strength and carbonation resistance were evaluated. One approach to summerise the physical and chemical resistance in one parameter is the ratio of water content to content of carbonatable CaO (w/CaOreactive ratio). The analysis revealed that the w/CaOreactive ratio is a decisive factor for carbonation resistance, while curing and exposure conditions also influence carbonation. Under natural exposure conditions, the carbonation data exhibit significant variations. Nevertheless, probabilistic inference suggests that both accelerated and natural carbonation processes follow a square-root-of-time behavior, though accelerated and natural carbonation cannot be converted into each other without corrections. Additionally, a machine learning technique was employed to assess the influence of parameters governing the carbonation progress in concretes. KW - Carbonation KW - Supplementary cementitious materials KW - Concrete PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-614388 DO - https://doi.org/10.1617/s11527-024-02465-0 SN - 1871-6873 SN - 1359-5997 VL - 57 IS - 9 SP - 1 EP - 33 PB - Springer Nature AN - OPUS4-61438 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Hünger, K.-J. A1 - Kositz, M. A1 - Danneberg, M. A1 - Radnik, Jörg T1 - Enrichment of aluminium in the near‐surface region of natural quartzite rock after aluminium exposure N2 - Alkali–silica reaction (ASR) is an ongoing problem that causes damage to concrete constructions and reduces their durability. Therefore, minimizing this undesired reaction is of great interest for both safety and economic reasons. Additives containing high aluminium content are very effective in reducing the release of silica and enhancing the durability of concrete; however, the mechanism for this effect is still under discussion. In this study, an enrichment of aluminium in the near‐surface region was observed for natural quartzite rock after storage in Al (OH)3 and metakaolin as aluminium sources, from which we conclude that the formation of aluminosilicate sheets of a few nanometres inhibits the silica release; this hypothesis is supported by high‐resolution spectra of Al 2p, Si 2p and O 1s. KW - Alkali-silica reaction KW - Quartzite rock KW - X-ray photoelectron spectroscopy PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-519394 DO - https://doi.org/10.1002/sia.6918 SN - 0142-2421 SP - 1 EP - 7 PB - Wiley VCH AN - OPUS4-51939 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baensch, Franziska T1 - AGIFAMOR – Application of distributed acoustic and fibre optic sensors for continuous monitoring of pipes N2 - Pipelines and industrial piping systems are particularly relevant regarding technical safety, availability and maintenance. Large flow rates of hazardous substances imply that even smallest leakages can lead to high environmental impacts. Therefore, and to ensure the availability of infrastructure, an early detection and localization of potentially hazardous degradations to the walls (e.g. cracks, pittings, sedimentation, etc.) of the containments is necessary. However, in many cases it is not feasible to equip pipelines with a large number of point sensors at reasonable expense. The principle of distributed fibre optic sensing relies on one single optical fibre, which simultaneously acts as a spatially continuous sensor as well as the signal transducer. Therefore, extensive structures can be provided with this type of sensor with comparatively low efforts. As a consequence, monitoring oil and gas pipelines using distributed fibre optic sensors is on the upswing. Besides the established methods to measure temperature and strain, distributed acoustic sensing (DAS) has lately received considerable attention as a means to detect and localize third party threats to pipelines (approach of vehicles, digging, mechanical manipulation). The so far not utilized potential of DAS as a means for continuous condition monitoring of pipes by detecting and localizing acoustic signals that point to certain damage scenarios, is currently under investigation in an interdisciplinary research project at BAM (AGIFAMOR, Ageing Infrastructures – Fibre Optic Monitoring of Pipes). In order to qualify distributed acoustic fibre optic sensors for this application area, we especially focus on detecting and identifying the relevant acoustic emissions of interesting degradations as well as on the optimal way of application of the optical fibres to the specimen to achieve an optimal signal transmission of acoustic signals. T2 - 12th Pipeline Technology Conference 2017 CY - Berlin, Germany DA - 02.05.2017 KW - Monitoring KW - Pipelines KW - Fibre optic sensing KW - Acoustic emission KW - Accelerometer PY - 2017 AN - OPUS4-40188 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baensch, Franziska A1 - Baer, Wolfram A1 - Chruscicki, Sebastian A1 - Habib, Abdel Karim A1 - Homann, Tobias A1 - Hussels, Maria-Teresa A1 - Prager, Jens A1 - Schmidt, Dirk A1 - Stajanca, Pavol A1 - Weltschev, Margit A1 - Wossidlo, Peter T1 - Feasibility study - Continuous monitoring of pipes using distributed acoustic and fibre optic sensors N2 - The feasibility study „AGIFAMOR. Ageing infrastructures – distributed acoustic monitoring of pipes” is an interdisciplinary research project at BAM internally financed from 2015 to 2018. Therefore, the quite young fibre optic sensing technology of distributed acoustic sensing (DAS) was investigated to possibly be extended towards a global condition monitoring system for pipelines operating in real time. DAS is a highly dynamic fibre optic sensing technology based on the method of coherent optical time domain reflectometry (C-OTDR). DAS allows capturing strain changes in the range of kHz. For the experimental work, the most suitable application yielding an optimum sensitivity was proven by wrapping a standard single-mode silica fibre around the pipe. The DAS sensitivity was investigated regarding the detection of 1) incidents that initiate propagation of acoustic waves in the pipe wall, 2) changes inside the pipeline causing altered flow and 3) damage development in the pipe wall. Therefore, several testing setups in laboratory as well as in real scale were realized. For comparison purposes, experiments were accompanied by acoustic emission analyses and by measurements with accelerometers. DAS was found to be very sensitive to gas ignition and its propagation across the pipe. Furthermore, the ability of DAS to detect and localize acoustic signals associated with pipeline leakage was demonstrated. The detection of crack formation and propagation within the pipe wall by means of DAS was studied during bending tests on several pipe segments, but was not proven so far with certainty. As expected, these studies turned out as the most difficult challenge due to the random occurrence and transient nature of microscopic damage phenomena. T2 - Proceedings of the International Symposium on Structural Health Monitoring and Nondestructive Testing CY - Saarbrücken, Germany DA - 04.10.2018 KW - Accelerometers KW - Acoustic emission KW - Fibre optic acoustic sensing KW - Continous monitoring KW - Bending tests on pipe segments KW - Leak detection PY - 2018 SP - Paper 21 AN - OPUS4-46375 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stajanca, Pavol A1 - Baensch, Franziska A1 - Baer, Wolfram A1 - Chruscicki, Sebastian A1 - Homann, Tobias A1 - Seifert, Stefan A1 - Schmidt, Dirk A1 - Weltschev, Margit A1 - Wossidlo, Peter A1 - Habib, Abdel Karim T1 - Monitoring of pipes by distributed acoustic fibre optic sensors – A large-scale test on a pipeline under realistic operation condition N2 - The monitoring of oil and gas pipelines by means of distributed fibre optic sensors is becoming common. The most recent development in the field of fibre optic sensing is the distributed acoustic sensing (DAS), which allows to detect and to localize third party threats to pipelines. For this purpose, fibre optic telecommunication cables located close to the pipelines are usually used. However, DAS carries a far greater potential for continuous condition monitoring of pipelines. The interdisciplinary research project AGIFAMOR (Ageing Infrastructures – Fibre Optic Monitoring of Pipes) at BAM investigates a new technical approach to extend the application field of DAS towards the detection and localization of acoustic signals that indicate critical alterations and certain damage scenarios originated from within the pipeline or the pipe wall. Therefore, the optical fibre sensors are applied onto the pipe itself and the application procedure towards an optimal acoustic signal transduction is optimized. A number of laboratory scale experiments were performed focusing on the signal transmission of acoustic signals as well as the detection of damages in the pipe wall by means of DAS. Furthermore, real-scale tests on a pipeline DN100 of 38m length have been carried out at the BAM test site for technical safety (BAM-TTS) to study the detection and localization of leaks and of changing flow profiles due to corrosion or sedimentation processes. T2 - 13th Pipeline Technology Conference CY - Berlin, Germany DA - 12.03.2018 KW - Pipeline monitoring KW - Distributed acoustic sensing KW - Fiber optic sensing PY - 2018 SN - 2198-428X SP - Poster session, paper 9, 1 EP - 8 PB - EITEP (Euro Institute for Information and Technology Transfer in Environmental Protection) CY - Hannover AN - OPUS4-44519 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stajanca, Pavol T1 - Monitoring of pipes by distributed acoustic fibre optic sensors – A large-scale test on a pipeline under realistic operation conditions N2 - The monitoring of oil and gas pipelines by means of distributed fibre optic sensors is becoming common. The most recent development in the field of fibre optic sensing is the distributed acoustic sensing (DAS), which allows to detect and to localize third party threats to pipelines. For this purpose, fibre optic telecommunication cables located close to the pipelines are usually used. However, DAS carries a far greater potential for continuous condition monitoring of pipelines. The interdisciplinary research project AGIFAMOR (Ageing Infrastructures – Fibre Optic Monitoring of Pipes) at BAM investigates a new technical approach to extend the application field of DAS towards the detection and localization of acoustic signals that indicate critical alterations and certain damage scenarios originated from within the pipeline or the pipe wall. Therefore, the optical fibre sensors are applied onto the pipe itself and the application procedure towards an optimal acoustic signal transduction is optimized. A number of laboratory scale experiments were performed focusing on the signal transmission of acoustic signals as well as the detection of damage in the pipe wall by means of DAS. Furthermore, real-scale tests on a pipeline DN100 of 38 m length have been carried out at the BAM test site for technical safety (BAM-TTS) to study the detection and localization of leaks and of changing flow profiles due to corrosion or sedimentation processes. T2 - 13th Pipeline Technology Conference CY - Berlin, Germany DA - 12.03.2018 KW - Pipeline monitoring KW - Distributed acoustic sensing KW - Fiber optic sensing PY - 2018 AN - OPUS4-44517 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baensch, Franziska A1 - Hussels, Maria-Teresa A1 - Chruscicki, Sebastian A1 - Baer, Wolfram A1 - Wossidlo, Peter A1 - Homann, Tobias A1 - Prager, Jens A1 - Schmidt, Dirk A1 - Weltschev, Margit A1 - Habib, Abdel Karim T1 - BAM-Projekt AGIFAMOR – Zustandsüberwachung von Rohrleitungen N2 - Rohrleitungssysteme sind aufgrund ihrer Funktion und Ausdehnung für den Betrieb, die Verfügbarkeit und die Sicherheit von Industrieanlagen von besonderer Bedeutung. Die bisher in definierten Intervallen durchgeführten, wiederkehrenden Prüfungen zur Sicherstellung leckagefreier Rohrleitungen sind kostenintensiv und mit einem erhöhten Aufwand verbunden. Mit dem interdisziplinären Forschungsprojekt AGIFAMOR (Ageing Infrastructures – Akustisches Monitoring von Rohrleitungen) arbeitet die BAM an der Entwicklung und Erprobung einer örtlich und zeitlich kontinuierlichen Zustandsüberwachung von Rohrleitungen basierend auf einem faseroptischen akustischen Messsystem, welches einen vergleichsweise geringen Installationsaufwand der Sensoren erfordert. Mit diesem Verfahren sollen vor allem betriebsbedingte Schädigungen infolge von Korrosion sowie daraus entstehende Pittings oder Risse erkannt und damit Leckagen verhindert werden. Im Rahmen einer Machbarkeitsstudie zum Teilaspekt „Detektion von Risswachstum“ wurde ein 2,5 m langes, definiert vorgekerbtes Stahlrohr mit der faseroptischen Sensorik (FOS) ausgestattet und quasistatisch unter 4-Punkt-Biegung belastet. Mit fortschreitender Belastung wächst, ausgehend vom vorhandenen Außenumfangskerb, ein Riss im Stahlrohr bis zum Erreichen der Leckage – in der Praxis ein gefährliches Schadensszenario. Parallel zur FOS erfolgten Messungen mit Schallemissionssensoren, Beschleunigungssensoren und Potentialsonden, deren Ergebnisse die Interpretation der FOS-Messergebnisse unterstützen sollen. T2 - 21. Kolloquium Schallemission CY - Fulda, Germany DA - 09.03.2017 KW - Beschleunigungssensoren KW - Faseroptische Sensorik KW - Schallemission KW - Monitoring KW - Rohrleitung PY - 2017 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-401811 SN - 978-3-940283-82-5 VL - DGZfP-BB 159 SP - Vortrag 17, 1 EP - 8 PB - Deutsche Gesellschaft für Zerstörungsfreie Prüfung (DGZfP) CY - Berlin AN - OPUS4-40181 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hussels, Maria-Teresa T1 - Distributed Acoustic Sensing for Condition Monitoring of Pipes - Sensor Application and Real Scale Tests N2 - Here we present the BAM-project AGIFAMOR - Application of distributed acoustic and fibre optic sensors for continuous monitoring of pipes. Special attention is paid to the optimal application of the fibre optic sensor for achieving high sensitivity towards acoustic signals. First results of real scale bending tests are presented, where cracks developing in the pipe material were initialized and analyzed with respect to their acoustic characteristics. T2 - EAGE/DGG Workshop on Fibre Optics Technology in Geophysics CY - Potsdam, Germany DA - 31.03.2017 KW - Distributed acoustic sensing (DAS) KW - Fibre-optic condition monitoring KW - Pipeline monitoring KW - Sensor application PY - 2017 AN - OPUS4-39786 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baensch, Franziska T1 - AGIFAMOR, Ageing Infrastructures - Faseroptisches Monitoring von Rohrleitungen N2 - Das Themenfeldprojekt AGIFAMOR wird vorgestellt. Dabei handelt es sich um eine Machbarkeitsstudie zur Zustandsüberwachung von Rohrleitungen mittels verteilter faseroptischer Sensorik. Messprinzip sowie der aktuelle Stand der verteilten, faseroptischen Sensorik im Monitoring von Rohrleitungen werden erläutert. Eine Auswahl an Untersuchungen aus dem Projekt AGIFAMOR, u.a. auch die Ergebnisse aus den Vergleichsmessungen mit Schallemissions-Messtechnik werden präsentiert. T2 - 64. Fachausschusssitzung Schallemission CY - Berlin, Germany DA - 25.10.2017 KW - Verteilte faseroptische Sensorik KW - Beschleunigungssensoren KW - Schallemission KW - Monitoring KW - Rohrleitung PY - 2017 AN - OPUS4-42702 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Baensch, Franziska A1 - Baer, Wolfram A1 - Chruscicki, Sebastian A1 - Homann, Tobias A1 - Prager, Jens A1 - Schmidt, Dirk A1 - Stajanca, Pavol A1 - Weltschev, Margrit A1 - Wosidlo, Peter A1 - Habib, Abdel Karim T1 - AGIFAMOR: Anwendung der akustischer und faseroptischer Sensorik zur Überwachung von Rohrleitungen; Teil 3: Technische Hintergründe - Messmethoden N2 - Schäden an Rohrleitungen können zu hohen Umweltbelastungen und wirtschaftlichen Schäden führen. Um die dauerhafte Verfügbarkeit der Infrastruktur zu gewährleisten, wird im Rahmen des Projekts AGIFAMOR an der Bundesanstalt für Materialforschung und -prüfung (BAM) erprobt, inwiefern das Verfahren der verteilten akustischen faseroptischen Sensorik (Distributed acoustic sensing - DAS) zur kontinuierlichen Überwachung von Rohrleitungen verwendet werden kann. Neben der DAS werden erprobte Verfahren der zerstörungsfreien Prüfung wie Schallemissionsanalyse (SEA) und Beschleunigungssensoren eingesetzt. An dieser Stelle soll detailliert auf die unterschiedlichen Messverfahren und deren spezifischen Einsatz im Rahmen des Projektes eingegangen werden. KW - Verteilten akustischen faseroptischen Sensorik KW - Überwachung von Rohrleitungen KW - Zerstörungsfreie Prüfung KW - Schallemissionsanalyse KW - Beschleunigungssensorik PY - 2018 SN - 2191-0073 VL - 8 IS - 5 SP - 29 EP - 35 PB - Springer-VDI-Verl. CY - Düsseldorf AN - OPUS4-45933 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Jägle, Eva A1 - Tuladhar, Rujika A1 - Niederleithinger, Ernst A1 - Epple, Niklas A1 - Sanchez Trujillo, Camila Andrea A1 - Gehlen, Christoph A1 - Timothy, Jithender J. T1 - Evaluation of ultrasonic signals collected from laboratory concrete specimens: Preprocessing and analysis with coda wave interferometry N2 - Efficient maintenance of infrastructure relies on monitoring and assessment of its condition. New technologies and methods thereby enable a deeper understanding of the materials used and of the structures built. Coda Wave Interferometry (CWI) is currently explored for continuous monitoring of reinforced concrete structures as well as material testing. This ultrasound-based method is sensitive to even small material alterations and therefore suitable for the detection of initial damage stages. Herein, a step-by-step procedure for the evaluation of ultrasonic signals with CWI methods is presented. The described procedure is proposed for ultrasonic signals collected with embedded ultrasonic transducers with a center frequency of 50 kHz to 70 kHz from prism-shaped concrete specimen with dimensions of 400 mm x 100 mm x 100 mm. The raw ultrasonic signal, preprocessing and CWI analysis are described and influences of parameters within the analysis are discussed. The presented procedure allows systematic and comparable analysis of ultrasonic signals generated with similar conditions and therefore contributes to the application of CWI methods for structural health monitoring and material testing. KW - Ultrasound KW - Concrete KW - Coda wave interferometry KW - Structural health monitoring PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-656027 DO - https://doi.org/10.1016/j.mex.2026.103811 SN - 2215-0161 VL - 16 SP - 1 EP - 19 PB - Elsevier B.V. AN - OPUS4-65602 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - INPR A1 - Nerger, Tino A1 - Neumann, Patrick P. A1 - Weller, Michael G. T1 - Drone-Based Localization of Hazardous Chemicals by Passive Smart Dust N2 - The distribution of tiny sensors over a specific area was first proposed in the late 1990s as a concept known as Smart Dust. Several efforts focused primarily on computing and networking capabilities but quickly ran into problems related to power supply, cost, data transmission, and environmental pollution. To overcome these limitations, we propose using paper-based (confetti-like) chemosensors that exploit the inherent selectivity of chemical reagents, such as colorimetric indicators. In this work, cheap and biodegradable passive sensors made from cellulose could successfully indicate the presence of hazardous chemicals, e.g., strong acids, by a significant color change. A conventional color digital camera attached to a drone could easily detect this from a safe distance. The collected data was processed to define the hazardous area. Our work presents a combination of the smart dust concept, chemosensing, paper-based sensor technology, and low-cost drones for flexible, sensitive, economical, and rapid detection of hazardous chemicals in high-risk scenarios. N2 - Die Verteilung winziger Sensoren über ein bestimmtes Gebiet wurde erstmals Ende der 1990er Jahre als Konzept namens „Smart Dust“ vorgeschlagen. Mehrere Bemühungen konzentrierten sich hauptsächlich auf Rechen- und Netzwerkfähigkeiten, stießen jedoch schnell auf Probleme im Zusammenhang mit der Stromversorgung, den Kosten, der Datenübertragung und der Umweltverschmutzung. Um diese Einschränkungen zu überwinden, schlagen wir die Verwendung von papierbasierten (konfettiartigen) Chemosensoren vor, die die inhärente Selektivität chemischer Reagenzien, wie z. B. kolorimetrischer Indikatoren, nutzen. In dieser Arbeit konnten günstige und biologisch abbaubare passive Sensoren aus Zellulose erfolgreich das Vorhandensein gefährlicher Chemikalien, z.B. starker Säuren, durch eine deutliche Farbänderung anzeigen. Eine herkömmliche Farb-Digitalkamera, die an einer Drohne befestigt ist, konnte dies aus sicherer Entfernung leicht erkennen. Die gesammelten Daten wurden verarbeitet, um den Gefahrenbereich zu abzugrenzen. Unsere Arbeit stellt eine Kombination aus dem Smart-Dust-Konzept, Chemosensorik, papierbasierter Sensortechnologie und kostengünstigen Drohnen für eine flexible, empfindliche, wirtschaftliche und schnelle Erkennung gefährlicher Chemikalien in Hochrisikoszenarien dar. KW - Confetti KW - Remote sensing KW - Drones KW - UAV KW - Optical detection KW - Chemosensor KW - pH indicator KW - Paper-based sensors KW - Harmful chemicals KW - Chemical desaster PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-621284 DO - https://doi.org/10.20944/preprints202408.0030.v1 SP - 1 EP - 17 PB - MDPI CY - Basle, Switzerland AN - OPUS4-62128 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Patrick P. T1 - Capabilities of using mobile platforms for monitoring hazard scenarios by the example of the RASEM project N2 - This presentation shows the capabilities of mobile platforms for monitoring hazard scenarios. As an example the RASEM project is presented. Furthermore two ideas for future work are shown, namely, Aerial-based Gas Tomography and Passive Smart Dust. T2 - Climate Change @ Fire Science Workshop CY - Berlin, Germany DA - 10.11.2022 KW - RASEM KW - Dust sensor KW - Low-cost KW - Sensor network KW - Passive Smart Dust KW - Gas Tomography PY - 2022 AN - OPUS4-56296 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Michalchuk, Adam T1 - The Mechanochemical Excitation of Crystalline LiN3 N2 - Mechanochemical reactions are driven by the direct absorption of mechanical energy by a solid (often crystalline) material. Understanding how this energy is absorbed and ultimately causes a chemical transformation is essential for understanding the elementary stages of mechanochemical transformations. Using as a model system the energetic material LiN3 we here consider how vibrational energy flows through the crystal structure. By considering the compression response of the crystalline material we identify the partitioning of energy into an initial vibrational excitation. Subsequent energy flow is based on concepts of phonon–phonon scattering, which we calculate within a quasi-equilibrium model facilitated by phonon scattering data obtained from Density Functional Theory (DFT). Using this model we demonstrate how the moments (picoseconds) immediately following mechanical impact lead to significant thermal excitation of crystalline LiN3, sufficient to drive marked changes in its electronic structure and hence chemical reactivity. This work paves the way towards an ab initio approach to studying elementary processes in mechanochemical reactions involving crystalline solids. KW - Energetic materials KW - Ab initio simulation KW - DFT KW - Mechanochemistry PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-559310 DO - https://doi.org/10.1039/d2fd00112h SP - 1 EP - 20 PB - Royal Society of Chemistry AN - OPUS4-55931 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kazlagić, Anera A1 - Russo, Francesco A1 - Vogl, Jochen A1 - Sturm, Patrick A1 - Stephan, D. A1 - Gluth, Gregor ED - Resch-Genger, Ute ED - Koch, Matthias ED - Meermann, Björn ED - Weller, Michael G. T1 - Development of a sample preparation procedure for Sr isotope analysis of Portland cements N2 - The 87Sr/86Sr isotope ratio can, in principle, be used for provenancing of cement. However, while commercial cements consist of multiple components, no detailed investigation into their individual 87Sr/86Sr isotope ratios or their influence on the integral 87Sr/86Sr isotope ratio of the resulting cement was conducted previously. Therefore, the present study aimed at determining and comparing the conventional 87Sr/86Sr isotope ratios of a diverse set of Portland cements and their corresponding Portland clinkers, the major component of these cements. Two approaches to remove the additives from the cements, i.e. to measure the conventional 87Sr/86Sr isotopic fingerprint of the clinker only, were tested, namely, treatment with a potassium hydroxide/sucrose solution and sieving on a 11-µm sieve. Dissolution in concentrated hydrochloric acid/nitric acid and in diluted nitric acid was employed to determine the 87Sr/86Sr isotope ratios of the cements and the individual clinkers. The aim was to find the most appropriate sample preparation procedure for cement provenancing, and the selection was realised by comparing the 87Sr/86Sr isotope ratios of differently treated cements with those of the corresponding clinkers. None of the methods to separate the clinkers from the cements proved to be satisfactory. However, it was found that the 87Sr/86Sr isotope ratios of clinker and cement generally corresponded, meaning that the latter can be used as a proxy for the clinker 87Sr/86Sr isotope ratio. Finally, the concentrated hydrochloric acid/nitric acid dissolution method was found to be the most suitable sample preparation method for the cements; it is thus recommended for 87Sr/86Sr isotope analyses for cement provenancing. KW - Cement KW - Provenancing KW - Sr isotopes KW - Portland clinker KW - Dissolution PY - 2022 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-542239 DO - https://doi.org/10.1007/s00216-021-03821-7 SN - 1618-2642 SN - 1618-2650 VL - 414 IS - 15 (Topical collection: Analytical methods and applications in the materials and life sciences) SP - 4379 EP - 4389 PB - Springer CY - Berlin AN - OPUS4-54223 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Sauter, O. A1 - Neumann, Patrick P. A1 - Nerger, Tino A1 - Weller, Michael G. ED - Heß, M. T1 - Aus sicherer Entfernung BT - das Magazin für die Gefahrgut-Logistik N2 - Da chemische Gefahrstoffe im Boden eine ernsthafte Bedrohung für Leben und Gesundheit darstellen, das Grundwasser kontaminieren und langfristige Umweltschäden verursachen können, ist ihre frühzeitige Erkennung von großer Bedeutung. Um solche Gefahrstoffe aus sicherer Entfernung detektieren zu können, wurde bei der Bundesanstalt für Materialforschung und -prüfung (BAM) im Rahmen eines Forschungsvorhabens seit Anfang 2022 an einem neuen Ansatz zur Erkennung und Überwachung chemischer Gefahrstoffe gearbeitet. KW - Cellulose KW - Drohne KW - Kolorimetrische Sensoren KW - Passive Smart Dust PY - 2025 SN - 0016-5808 VL - 2025 IS - 8 SP - 26 EP - 28 PB - ecomed-Storck GmbH, Storck Verlag Hamburg CY - Hamburg AN - OPUS4-64109 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Steglich, Patrick A1 - Paul, Martin A1 - Mai, C. A1 - Böhme, A. A1 - Bondarenko, S. A1 - Weller, Michael G. A1 - Mai, A. T1 - A monolithically integrated microfluidic channel in a silicon-based photonic-integrated-circuit technology for biochemical sensing N2 - In this work, a cost-effective optofluidic system is proposed and preliminary experimental results are presented. A microfluidic channel monolithically integrated into a photonic integrated circuit technology is used in conjunction with a cyclic olefin copolymer (COC) substrate to provide fluidic in- and output ports. We report on initial experimental results as well as on the simple and cost-effective fabrication of this optofluidic system by means of micro-milling. KW - Biosensors KW - Biophotonics KW - Optical sensors KW - Photonic sensors KW - Ring resonators KW - Silicon photonics KW - Lab-on-a-chip KW - Microfluidics KW - Chip KW - Biochip PY - 2021 DO - https://doi.org/10.1117/12.2588791 VL - 11772 SP - 1 EP - 5 PB - SPIE AN - OPUS4-53559 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Paul, Martin T1 - Development of a high-sensitivity biosensor for the quasi-continuous detection of the explosive TNT and the illegal drug cocaine N2 - An immunofluorometric biosensor with laser-induced fluorescence detection was presented. For TNT an LOD of 60 ppb and for cocaine an LOD of 9 ppb was achieved. A swipe test was performed in less than 3 minutes. No significant cross-reactivity was observed. T2 - 15. Interdisziplinäres Doktorandenseminar des Arbeitskreises Prozessanalytik der GDCh CY - Online meeting DA - 06.09.2021 KW - PETN KW - HMX KW - RDX KW - Microfluidic mixing KW - Lab-on-a-chip KW - Affinity column KW - Monolithic material KW - Sintered glass KW - Dy-654 KW - Flowcell KW - Epifluorescence KW - CMOS camera KW - Diode laser KW - Antibody screening PY - 2021 AN - OPUS4-53329 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - THES A1 - Oberleitner, Lidia T1 - Immunochemical determination of caffeine and carbamazepine in complex matrices using fluorescence polarization N2 - Pharmacologically active compounds are omnipresent in contemporary daily life, in our food and in our environment. The fast and easy quantification of those substances is becoming a subject of global importance. The fluorescence polarization immunoassay (FPIA) is a homogeneous mix-and-read format and a suitable tool for this purpose that offers a high sample throughput. Yet, the applicability to complex matrices can be limited by possible interaction of matrix compounds with antibodies or tracer. Caffeine is one of the most frequently consumed pharmacologically active compounds and is present in a large variety of consumer products, including beverages and cosmetics. Adverse health effects of high caffeine concentrations especially for pregnant women are under discussion. Therefore, and due to legal regulations, caffeine should be monitored. Automated FPIA measurements enabled the precise and accurate quantification of caffeine in beverages and cosmetics within 2 min. Samples could be highly diluted before analysis due to high assay sensitivity in the low μg/L range. Therefore, no matrix effects were observed. The antiepileptic drug carbamazepine (CBZ) is discussed as a marker for the elimination efficiency of wastewater treatment plants and the dispersion of their respective effluents in surface water. The development of a FPIA for CBZ included the synthesis and evaluation of different tracers. Using the optimum tracer CBZ-triglycine-5-(aminoacetamido) fluorescein, CBZ concentrations in surface waters could be measured on different platforms: one sample within 4 min in tubes or 24 samples within 20 min on microtiter plates (MTPs). For this study, a commercially available antibody was used, which led to overestimations with recovery rates up to 140% due to high cross-reactivities towards CBZ metabolites and other pharmaceuticals. For more accurate CBZ determination, a new monoclonal antibody was produced. In this attempt, methods for improving the monitoring during the production process were successfully applied, including feces screening and cell culture supernatant screening with FPIA. The new monoclonal antibody is highly specific for CBZ and showed mostly negligible cross-reactivities towards environmentally relevant compounds. Measurements at non-equilibrium state improved the sensitivity and selectivity of the developed FPIA due to slow binding kinetics of the new antibody. Additionally, this measure enables for CBZ determination over a measurement range of almost three orders of magnitude. The comprehensively characterized antibody was successfully applied for the development of sensitive homogeneous and heterogeneous immunoassays. The new antibody made the development of an on-site measurement system for the determination of CBZ in wastewater possible. After comprehensive optimization, this automated FPIA platform allows the precise quantification of CBZ in wastewater samples only pre-treated by filtration within 16 min. Recovery rates of 61 to 104% were observed. Measurements in the low μg/L range are possible without the application of tedious sample preparation techniques. Different FPIA platforms including MTPs, cuvettes and tubes were successfully applied. For the choice of the right format, the application field should be considered, e.g. desired sample throughput, usage for optimization or characterization of antibodies or if a set-up for routine measurements is sought for. For high sample throughput and optimization, FPIA performance on MTPs is advantageous. The best results for the application to real samples were obtained using kinetic FP measurements in cuvettes. T3 - BAM Dissertationsreihe - 154 KW - Antibody KW - Coffee KW - ELISA KW - Fluorophore tracer KW - Wastewater PY - 2016 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-392506 SN - 978-3-9818270-2-6 SN - 1613-4249 VL - 154 SP - 1 EP - 124 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-39250 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Paul, Martin A1 - Tscheuschner, Georg A1 - Herrmann, Stefan A1 - Weller, Michael G. T1 - Fast Detection of 2,4,6-Trinitrotoluene (TNT) at ppt Level by a Laser-Induced Immunofluorometric Biosensor N2 - The illegal use of explosives by terrorists and other criminals is an increasing issue in public spaces, such as airports, railway stations, highways, sports venues, theaters, and other large buildings. Security in these environments can be achieved by different means, including the installation of scanners and other analytical devices to detect ultra-small traces of explosives in a very short time-frame to be able to take action as early as possible to prevent the detonation of such devices. Unfortunately, an ideal explosive detection system still does not exist, which means that a compromise is needed in practice. Most detection devices lack the extreme analytical sensitivity, which is nevertheless necessary due to the low vapor pressure of nearly all explosives. In addition, the rate of false positives needs to be virtually zero, which is also very difficult to achieve. Here we present an immunosensor system based on kinetic competition, which is known to be very fast and may even overcome affinity limitation, which impairs the performance of many traditional competitive assays. This immunosensor consists of a monolithic glass column with a vast excess of immobilized hapten, which traps the fluorescently labeled antibody as long as no explosive is present. In the case of the explosive 2,4,6-trinitrotoluene (TNT), some binding sites of the antibody will be blocked, which leads to an immediate breakthrough of the labeled protein, detectable by highly sensitive laser-induced fluorescence with the help of a Peltier-cooled complementary metal-oxide-semiconductor (CMOS) camera. Liquid handling is performed with high-precision syringe pumps and chip-based mixing-devices and flow-cells. The system achieved limits of detection of 1 pM (1 ppt) of the fluorescent label and around 100 pM (20 ppt) of TNT. The total assay time is less than 8 min. A cross-reactivity test with 5000 pM solutions showed no signal by pentaerythritol tetranitrate (PETN), 1,3,5-trinitroperhydro-1,3,5-triazine (RDX), and octahydro-1,3,5,7-tetranitro-1,3,5,7-tetrazocine (HMX). This immunosensor belongs to the most sensitive and fastest detectors for TNT with no significant cross-reactivity by non-related compounds. The consumption of the labeled antibody is surprisingly low: 1 mg of the reagent would be sufficient for more than one year of continuous biosensor operation. KW - Airport KW - Aviation KW - Bombs KW - Terrorism KW - Biosensing KW - Continuous Sensor KW - High-Speed KW - Ultrasensitive PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-511245 DO - https://doi.org/10.3390/bios10080089 VL - 10 IS - 8 SP - 89 PB - MDPI CY - Basel AN - OPUS4-51124 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - INPR A1 - Paul, Martin A1 - Tannenberg, Robert A1 - Tscheuschner, Georg A1 - Ponader, Marco A1 - Weller, Michael G. T1 - Cocaine detection by a laser-induced immunofluorometric biosensor N2 - The trafficking of illegal drugs by criminal networks at borders, harbors, or airports is an increasing issue in public health as these routes ensure the main supply of illegal drugs. The prevention of drug smuggling, including the installation of scanners and other analytical devices to detect ultra-small traces of drugs within a reasonable time frame, remains a challenge. The presented immunosensor is based on a monolithic affinity column with a large excess of immobilized hapten, which traps fluorescently labeled antibodies as long as the analyte cocaine is absent. In the presence of the drug, some binding sites of the antibody will be blocked, which leads to an immediate breakthrough of the labeled protein, detectable by highly sensitive laser-induced fluorescence with the help of a Peltier-cooled complementary metal-oxide-semiconductor (CMOS) camera. Liquid handling is performed with high-precision syringe pumps and microfluidic chip-based mixing devices and flow cells. The biosensor achieved limits of detection of 23 pM (7 ppt) of cocaine with a response time of 90 seconds and a total assay time below 3 minutes. With surface wipe sampling, the biosensor was able to detect 300 pg of cocaine. This immunosensor belongs to the most sensitive and fastest detectors for cocaine and offers near-continuous analyte measurement. KW - Drug search KW - Customs KW - Confiscation KW - Border surveillance KW - Narcotics KW - International drug trade KW - Drug trafficking KW - Illicit drug KW - Immunosensor KW - Antibodies KW - Detection PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-529951 DO - https://doi.org/10.20944/preprints202107.0521.v1 SN - 2310-287X N1 - Geburtsname von Ponader, Marco: Wilke, M. - Birth name of Ponader, Marco: Wilke, M. SP - 1 PB - MDPI CY - Basel AN - OPUS4-52995 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Stroh, Julia A1 - Schlegel, Moritz-Caspar A1 - Schmidt, Wolfram A1 - Nguyen, Thi Yen A1 - Meng, Birgit A1 - Emmerling, Franziska T1 - Time-resolved in situ investigation of Portland cement hydration influenced by chemical admixtures N2 - Numerous admixtures are used in the building practice to customize the properties of the cement paste during application. The influences of admixtures on the course of cement hydration and formation of hydrate phases have to be considered. Polycarboxylate ether (PCE) based polymeric superplasticizers (SPs) are known to retard the setting of the cement paste. The extent of the retardation differs depending on the molecular structure of the SP. Additionally, the presence of a stabilizing agent (SA) in the cement paste has a retarding side effect on the setting. The initial cement hydration processes and the detailed mechanisms of the retardation influenced by PCEs, as well as their interactions with particular SAs, are insufficiently understood. Up to now, only the results of phenomenological studies were taken into account to describe this retardation process. A detailed structure analysis monitoring the change of the phase composition during the hydration was never applied. Both SP and SA affect the adsorption of the sulphate ions on the clinker particles, causing changes in the formation of ettringite during the initial hydration, and are therefore a crucial part of the setting process itself. Here, the initial hydration of cement influenced by the interaction of SP and SA was monitored in situ by synchrotron X-ray diffraction. The high time resolution of the measurements allowed a continuous detection of the hydrates formed. The hydration was followed from the starting point of water addition and for couple of hours afterwards. The hydration of the levitated cement pellets containing starch as SA was initialized by adding aqueous solutions of different commercial SPs. Changes in the ettringite formation were detected in comparison to the reference hydration of pure cement. KW - Synchrotron KW - Portland cement Initial hydration KW - Superplasticizer KW - Stabilizer KW - XRD PY - 2016 DO - https://doi.org/http://dx.doi.org/10.1016/j.conbuildmat.2015.12.097 IS - 106 SP - 18 EP - 26 PB - Elsevier AN - OPUS4-35467 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - THES A1 - Wawrzyn, Eliza T1 - Novel routes in flame retardancy of bisphenol A polycarbonate/impact modifier/aryl phosphate blends N2 - Die hohe Nutzung elektronischer Geräte und die damit verbundenen Ansprüche an den Brandschutz verstärken das Interesse an umweltfreundlich flammgeschützten Bisphenol A Polycarbonat (PC) basierten Materialien. Diese Arbeit befasst sich mit der Entwicklung neuer und verbesserter Flammschutzsysteme für schlagzähmodifizierte PC/Aryl phosphate. Durchgeführte Untersuchungen umfassen Pyrolyse (TG, TG-FTIR, ATR-FTIR, NMR), Entflammbarkeit (LOI und UL94) sowie Brandverhalten (Cone Calorimeter bei verschiedenen Bestrahlungsstärken) der Materialien. Ein Ansatz zur Verbesserung der Rückstandsbildung von PC/ABSPTFE+Aryl phosphate ist der Austausch von Bisphenol A Diphenylphosphat (BDP) gegen neue Aryl phosphate. Zwei neue Flammschutzmittel wurden synthetisiert: 3,3,5-Trimethylcyclohexylbisphenolbis(diphenylphosphat) (TMC-BDP) und Bisphenol A-bis(diethylphosphat) (BEP). TMC-BDP ist thermisch beständiger als BDP, es werden daher verstärkt chemische Reaktionen zwischen den Komponenten von PC/ABSPTFE+Aryl phosphate erwartet. BEP hingegen sollte die Vernetzung des Rückstands durch Einbringen von Phosphatgruppen erhöhen. Es konnte jedoch bei keiner der neuen Verbindungen eine Verbesserung des Flammschutzes im Vergleich zu PC/ABSPTFE+BDP festgestellt werden. BEP vernetzt sich in PC/ABSPTFE vorzugsweise mit sich selbst anstatt mit PC und für TMC-BDP waren die Ergebnisse ebenso gut wie für BDP. BDP ist bereits ein hoch optimiertes Flammschutzmittel für PC/ABSPTFE Systeme. Zur Etablierung eines neuen Schlagzähmodifizierers, der neben den mechanischen auch die Flammschutzeigenschaften des Materials verbessert, wurde das bisher in PC/ABSPTFE/BDP verwendete ABS durch einen Silikon-Acrylat-Kautschuk (SiR) mit hohem Polydimethylsiloxan (PDMS)- Anteil ersetzt. PDMS verschlechtert die von BDP hervorgerufenen Gas- und Festphasenmechanismen und reagiert zudem während der Verbrennung mit PC. Durch die Reaktionen von PDMS-PC und PDMS-BDP in PC/SiRPTFE/BDP wird anorganischer Siliziumdioxid-Rückstand gebildet, der sich zum kohlenstoffhaltigen Rückstand addiert und den LOI um 10% im Vergleich zum PC/ABSPTFE/BDP System verbessert. SiR mit hohem PDMS-Anteil wird daher als Ersatz für ABS in schlagzähmodifizierten PC/BDP Blends vorgeschlagen. Zur Erhöhung des Flammschutzes wurden verschiedene Additive zu PC/SiRPTFE/BDP hinzugefügt: (i) Schichtsilikate: Talk und organisch modifizierte Schichtsilikate (LS), (ii) Metallhydroxide: Magnesiumhydroxid (Mg(OH)2) und Böhmit (AlO(OH)), (iii) Metalloxide und –carbonate: Magnesiumoxid (MgO), Siliziumdioxid (SiO2) und Kalziumcarbonat (CaCO3) sowie (iiii) hydrierte Metallborate: Zinkborat (ZnB), Kalziumborat (CaB) und Magnesiumborat (MgB). Es konnte gezeigt werden, dass die PC/SiRPTFE/BDP+Additiv Blends sehr empfindlich auf chemische (z.B. Hydrolyse) und physikalische (z.B. Viskosität) Effekte reagieren. Die starke Deformation von PC/SiRPTFE/BDP Materialen macht es schwierig den Rückstand zu optimieren. Zusammenfassend werden ZnB, MgB und CaB zur Verbesserung des Flammschutzes von PC/SiRPTFE/BDP empfohlen. Der Flammschutz verbessert sich dabei in Bezug auf Entflammbarkeit, Brandlast sowie maximale Wärmabgaberate des Materials. Die Ergebnisse der Arbeit ermöglichen die Auswahl des besten Flammschutzmittels, Schlagzähmodifizierers und anorganischen Füllstoffs zur Herstellung von flammgeschützen PC basierten Werkstoffen. N2 - The massive use of electronic engineering products accompanied by high demands on fire safety has led to increasing interest in environmentally friendly flame retardancy of bisphenol A polycarbonate (PC) based materials. In this work, novel routes for enhancing the flame retardancy of PC/Impact Modifier/Aryl phosphate were studied with respect to pyrolysis (TG, TG-FTIR, ATR-FTIR, NMR), flammability (LOI and UL 94) and fire behavior (cone calorimeter at different irradiations). To improve charring of PC/ABSPTFE+Aryl phosphate, the exchange of bisphenol A bis(diphenyl phosphate) (BDP) with novel aryl phosphates was proposed. Two novel flame retardants were synthesized: 3,3,5-trimethylcyclohexylbisphenol-bis(diphenyl phosphate) (TMC-BDP) and bisphenol A- bis(diethylphosphate) (BEP). TMC-BDP was more stable than BDP, thus gave a potential to increase the chemical reactions between the components of the PC/ABSPTFE+Aryl phosphate, whereas more reactive BEP was expected to increase the cross linking activity with the polymer matrix. Nevertheless, the corresponding blends did not enhance the flame retardancy compared to PC/ABSPTFE+BDP. BEP in PC/ABSPTFE preferred to cross-link with itself instead of with PC, thus it showed poor fire protection performance. TMC-BDP gave as good results as BDP in PC/ABSPTFE material. The results delivered evidence that BDP possesses a high degree of optimization in PC/ABSPTFE system. To provide a novel impact modifier improving not only mechanical properties but also the fire retardancy of PC/BDP material, the replacement of highly flammable acrylonitrilebutadiene- styrene (ABS) with silicon acrylate rubber (SiR) with high content of polydimethylsiloxane (PDMS) was studied. In PC/SiRPTFE/BDP the replacement of ABS is beneficial, but PDMS worsened the BDP gas phase and condensed phase action. PDMS reacted also with PC during combustion. PDMS-PC and PDMS-BDP interactions led to silicon dioxide. In fact, the inorganic residue of PC/SiRPTFE/BDP contributed to fire residue and greatly improved the LOI of about 10 % in comparison to PC/ABSPTFE+BDP system. Thus, the use of SiR with high PDMS content is proposed as replacement of ABS in PC/Impact Modifier/BDP blend. To enhance the fire protection, the PC/SiRPTFE/BDP was combined with several adjuvants: (i) layered fillers: talc and organically modified layered silicate (LS), (ii) metal hydroxides: magnesium hydroxide (Mg(OH)2) and boehmite (AlO(OH)), (iii) metal oxides and carbonate: magnesium oxide (MgO) and silicium dioxide (SiO2) and calcium carbonate (CaCO3) as well as (iiii) hydrated metal borates: zinc borate (ZnB), calcium borate (CaB) and magnesium borate (MgB). It was demonstrated that the blend PC/SiRPTFE/BDP+filler is very sensitive to chemical (e.g. hydrolysis) and physical (e.g. viscosity) effects. Additionally,the large deformations of PC/SiRPTFE/BDP materials make difficult to optimize the char. Overall, the ZnB, MgB and CaB are proposed for enhancing the flame retardancy of PC/SiR/BDP with respect to flammability results, reduction of fire hazard and maximum of heat release rate. The results of this work enable the understanding of various mechanisms controlling the fire behavior and thus effective selection of the most appropriate flame retardant, impact modifier and inorganic fillers for producing fire resistant PC based polymers. T3 - BAM Dissertationsreihe - 102 KW - flame retardancy KW - pyrolysis KW - decomposition KW - bisphenol A polycarbonate KW - flammbility PY - 2013 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-565 SN - 978-3-9815748-2-1 SN - 1613-4249 VL - 102 SP - 1 EP - 126 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-56 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Geburtig, Anja A1 - Wachtendorf, Volker A1 - Schmidt, Anita A1 - Goedecke, Thomas T1 - Combined impact of UV radiation and nitric acid on HDPE containers during outdoor exposure T1 - Kombinierte Einwirkung von UV-Strahlung und Salpetersäure auf HDPE-Behälter bei der Freibewitterung N2 - Unpigmented HDPE jerrycans filled with nitric acid (55%) and water respectively had been exposed to outdoor conditions for one Berlin summer season. As both liquids underwent equal temperature progression, exposure effects of UV radiation and nitric acid as well as of their combination can be separated and compared. On the basis of various property changes after these exposures, synergistic action is evaluated and compared to a damaged Intermediate Bulk Container (IBC) from a transport accident. It is found that carbonyl formation goes along with lightness increase in color measurement due to microcracking and with a worsening in mechanical behavior, all of them showing synergistic effects of UV and nitric acid exposure. In contrast, embedding nitrogen compounds goes along with yellowing of the material but cannot be correlated to oxidation. The reason for intensified damaging is the decomposition of the 55-percent nitric acid and formation of nitrogen oxides even at ambient temperatures, caused by UV radiation. Thus, damaging effects become similar to those caused by fuming nitric acid exposure at temperatures above 60 °C, with the result of strong oxidative degradation of the polyethylene. In contrast, exclusive exposure to the 55-percent nitric acid at 40 °C does not cause any failure. It can therefore be assumed that also the damaged IBC had been exposed to both UV radiation and nitric acid, probably outdoors. KW - Polyethylene KW - Nitric acid KW - UV radiation KW - Outdoor weathering KW - Resistance PY - 2018 DO - https://doi.org/10.3139/120.111148 SN - 0025-5300 VL - 60 IS - 3 SP - 257 EP - 264 PB - Carl Hanser Verlag CY - München AN - OPUS4-44567 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Müller, Thoralf A1 - Ebell, Gino T1 - Einsturz der Carola-Brücke - Neue Erkenntnisse zur Schadensursache N2 - Spannstahlbrücken die in der Vergangenheit mir vergüteten Spannstählen errichtet worden sind können unter ungünstigen Gegebenheiten bei deren Erstellung signifikante Probleme hinsichtlich der Tragfähigkeit bekommen. Im Speziellen kann die wasserstoffinduzierte Spannungsrisskorrosion hier bei der Errichtung der Brückenbauwerke Anrisse an den Spanndrähten erzeugt haben die Jahre später zum Versagen der Brücke führen können. Die Präsentation im Speziellen behandelt den Teileinsturz der Carolabrücke in Dresden. T2 - Sitzung des gfkorr-Arbeitskreises "Korrosion und Korrosionsschutz von Eisen und Stahl" CY - Duisburg, Germany DA - 03.03.2026 KW - Spannstahl KW - Spannungsrisskorrosion KW - Spannbetonbauwerke KW - Wasserstoff PY - 2026 AN - OPUS4-65618 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lohrke, Heiko T1 - Combined GNSS/Visual Inter-Robot Tracking Method for Open-Path Gas Tomography N2 - Methane emissions are a significant environmental and safety concern, yet many gas tomography systems intended to measure them require manual alignment, reliable high-bandwidth links, or fiducials. We present a lightweight, fully autonomous framework enabling line-of-sight inter-robot Tunable Diode Laser Absorption Spectroscopy (TDLAS) measurements without such constraints. A sensor robot equipped with a gimbal-mounted TDLAS unit tracks a reflector robot bearing an illuminated, color-controllable target. Coarse localization is achieved via RTK-GNSS, with vision-based fine tracking and passive time synchronization handled onboard. The system, based on off-the-shelf Pixhawk controllers and ArduPilot firmware, was validated in a 15m × 7m outdoor trial. Despite GNSS inaccuracies and deliberate occlusion by a methane-filled bag, the system retained lock, recovered from visual loss in under one second, and captured a 2800 ppm·m plume signature. These results demonstrate robust, scalable methane sensing for mobile gas tomography or standalone leak detection. Core components are released open-source to support future deployment. T2 - IEEE SENSORS 2025 CY - Vancouver, BC, Canada DA - 19.10.2025 KW - Gas tomography KW - Tracking KW - Robot KW - Methane KW - TDLAS PY - 2025 AN - OPUS4-65617 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Küttenbaum, S. A1 - Braml, T. A1 - Kainz, C. A1 - Maack, Stefan A1 - Taffe, A. T1 - Guidance on inspection-supported reliability assessment of existing bridges in Germany N2 - This contribution is intended to disseminate the contents of a national recommendation for Action draft for the inspection-based reliability analysis of existing bridges. The focus is on the utilization of non-destructive testing methods for verifications in both the ultimate and the serviceability Limit states. First, the contents of the developed recommendation for action are outlined. The Guideline covers the process from the purposeful definition of inspection strategies via the quality assessment of measured information to the partial factor-based assessment under consideration of qualityevaluated on-site inspection results. Secondly, the concept of the drafted recommendation for action is demonstrated using a prestressed concrete bridge as a case study. T2 - IABSE Symposium Tokyo 2025 CY - Tokyo, Nippon DA - 18.05.2025 KW - Life management KW - Brücken KW - Non-destructive testing KW - Civil engineering KW - State-of-the-art PY - 2025 DO - https://doi.org/10.1080/10168664.2024.2363597 VL - 34 IS - 3 SP - 1 EP - 8 AN - OPUS4-65630 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino T1 - Detektivarbeit mit Folgen „Carolabrücke“ N2 - Spannstahlbrücken die in der Vergangenheit mir vergüteten Spannstählen errichtet worden sind können unter ungünstigen Gegebenheiten bei deren Erstellung signifikante Vorschädigungen erfahren und somit Probleme hinsichtlich der Tragfähigkeit bekommen. Im Speziellen kann die wasserstoffinduzierte Spannungsrisskorrosion hier bei der Errichtung der Brückenbauwerke Anrisse an den Spanndrähten erzeugt haben die Jahre später zum Versagen der Brücke führen können. Die Präsentation im Speziellen behandelt den Teileinsturz der Carolabrücke in Dresden. T2 - gfkorr Jahrestagung 2025 CY - Frankfurt am Main, Germany DA - 04.11.2025 KW - Korrosion KW - Spannungsrisskorrosion PY - 2025 AN - OPUS4-65640 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino T1 - Investigations to determine the damage pattern for H-induced stress corrosion cracking at QT prestressing steel N2 - Prestressed steel bridges that were constructed in the past using tempered prestressing steel can develop significant problems with regard to load-bearing capacity under unfavourable conditions during their construction. In particular, hydrogen-induced stress corrosion cracking during the construction of the bridge structures may have caused cracks in the prestressing tendons, which could lead to the failure of the bridge years later. The presentation specifically addresses the partial collapse of the Carola Bridge in Dresden. T2 - BIM4CE CY - Ljubljana, Slovenia DA - 03.03.2026 KW - Corrosion KW - Stress corrosion cracking KW - Hydrogen PY - 2026 AN - OPUS4-65641 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Nikoonasab, Ali A1 - Müller, Thoralf A1 - Gluth, Gregor T1 - Study of steel behavior in synthetic pore solutions of GGBFS-containing cements using EIS N2 - Steel corrosion in sulfide-containing solutions presents a challenge in a number of environments and appli¬cations, such as the kraft process, the oil and gas industry, and reinforced concrete structures. In concrete, sulfides are introduced by ground granulated blast-furnace slag (GGBFS), which is a widespread component of standard cements and which can also be utilized in the production of alkali-activated materials (AAMs). However, a knowledge gap exists concerning the compositions of pore solutions in GGBFS-containing cements, especially regarding sulfur and its various species and understanding how these sulfur species affect the surface layer and the corrosion behavior of steel in such environments. The present study employed electrochemical impedance spec¬tros-copy to study the behavior of steel in synthetic solutions representing GGBFS-containing cements and AAMs. The electrochemical behavior of steel in sulfide-containing solutions differs from that observed in ordinary Portland cement solutions, generally exhibiting lower open circuit potentials and polarization resistances in the former environments. This suggests that the criteria or standards used to assess the probability of steel corrosion in Portland cement concrete are not applicable to GGBFS-containing concrete due to differences of their pore solution compositions. T2 - International Workshop on Impedance Spectroscopy – IWIS 2024 CY - Chemnitz, Germany DA - 24.09.2024 KW - Cement KW - Ground granulated blast-furnace slag KW - Sulfide KW - Steel corrosion KW - Impedance spectroscopy PY - 2024 DO - https://doi.org/10.1109/IWIS63047.2024.10847235 SP - 44 EP - 48 PB - IEEE AN - OPUS4-61221 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Kosareva, E. A1 - Gainutdinov, R. A1 - Michalchuk, Adam A1 - Ananyev, I. A1 - Muravyev, N. T1 - Mechanical Stimulation of Energetic Materials at the Nanoscale N2 - The initiation of energetic materials by mechanical stimuli is a critical stage of their functioning, but remains poorly understood. Using atomic force microscopy (AFM) we explore the microscopic initiation behavior of four prototypical energetic materials: 3,4-dinitropyrazole, 𝜖-CL-20, 𝛼-PETN and picric acid. Along with the various chemical structures, these energetic compounds cover a range of application types: a promising melt-cast explosive, the most powerful energetic compound in use, a widespread primary explosive, and a well-established nitroaromatic explosive from the early development of energetics. For the softest materials (picric acid and 3,4-dinitropyrazole), the surfaces were found to behave dynamically, quickly rearranging in response to mechanical deformation. The pit created by nanoscale friction stimulation on the surface of 3,4-dinitropyrazole doubled in volume upon aging for half an hour. Over the same time frame, a similar pit on picric acid surface increased in volume by more than seven-fold. Remarkably, increased humidity was found to reduce the rate of surface rearrangement, potentially offering an origin for the desensitization of energetic materials when wetted. Finally, we identify an inverse correlation between the surface dynamics and mechanical sensitivity of our test energetic compounds. This strongly suggests that surface dynamics influence a material’s ability to dissipate excess energy, acting as a buffer towards mechanical initiation. KW - Energetic materials KW - Mechanical Properties KW - Mechanical Sensitivity PY - 2022 DO - https://doi.org/10.1039/D2CP00832G VL - 24 IS - 15 SP - 8890 EP - 8900 PB - Royal Society of Chemistry AN - OPUS4-54562 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Aree, T. A1 - McMonagle, C. J. A1 - Michalchuk, Adam A1 - Chernyshov, D. T1 - Low-frequency lattice vibrations from atomic displacement parameters of a-FOX-7, a high energy density material N2 - Highly anharmonic thermal vibrations may serve as a source of structural instabilities resulting in phase transitions, chemical reactions and even the mechanical disintegration of a material. Ab initio calculations model thermal motion within a harmonic or sometimes quasi-harmonic approximation and must be complimented by experimental data on temperature-dependent vibrational frequencies. Here multi-temperature atomic displacement parameters (ADPs), derived from a single-crystal synchrotron diffraction experiment, are used to characterize low-frequency lattice vibrations in the alpha-FOX-7 layered structure. It is shown that despite the limited quality of the data, the extracted frequencies are reasonably close to those derived from inelastic scattering, Raman measurements and density functional theory (DFT) calculations. Vibrational anharmonicity is parameterized by the Grüneisen parameters, which are found to be very different for in-layer and out-of-layer vibrations. KW - Energetic Materials KW - DFT KW - Structural dynamics KW - X-ray diffraction PY - 2022 DO - https://doi.org/10.1107/S2052520622002700 SN - 2052-5206 VL - 78 SP - 376 EP - 384 PB - Wiley-Blackwell CY - Oxford AN - OPUS4-54832 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Michalchuk, Adam A1 - Morrison, C. T1 - From lattice vibrations to molecular dissociation N2 - The ease with which an energetic material can be initiated by mechanical impact is a critical parameter directing material safety and application. While impact sensitivity metrics are traditionally derived experimentally, recent developments have highlighted that the phenomenon is amenable to first principles simulation. In this chapter, we will outline a fully ab initio approach to predict the relative impact sensitivities of energetic materials based on the mechanochemical principles that link the impact event to vibrational energy transfer. This mechanism is key to rationalizing how a mechanical impact—which deposits energy into the low-frequency lattice vibrations—results in a molecular response. By simulating the vibrational energy levels (the so-called phonon density of states, PDOS) using first-principles computational methods (typically dispersion-corrected plane-wave density functional theory, PW-DFT) we can calculate the relative rate of energy propagation from the delocalized low-energy lattice vibrations through to the localized molecular modes. The latter traps the energy, which eventually results in bond rupture through heightened vibrational excitation. This method, based on vibrational up-pumping, offers a route toward predicting the impact sensitivities of a broad range of energetic materials, provided the crystal structure of the compound (or salt or co-crystal) is known. While it does not offer insight into the sensitizing roles undoubtedly played by crystal defects or grain boundaries, it does provide a level of understanding at the molecular and crystal packing levels. Correspondingly, this approach offers a feedback mechanism to chemists and materials scientists to guide the design of new materials with desired impact sensitivity behavior. KW - Energetic materials KW - Density functional theory KW - Material design PY - 2022 DO - https://doi.org/10.1016/B978-0-12-822971-2.00010-3 VL - 22 SP - 215 EP - 232 PB - Elsevier B.V. AN - OPUS4-54717 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geburtig, Anja T1 - UV radiation and light as impact factors N2 - Radiation in the spectral ranges of UV and VIS are environmental impact factors that can cause ageing of many materials or products. The reason for this is that especially organic materials, such as food or many pharmaceutical, are subject to photochemical degradation. Of course, suited transparent packaging material may give protection against such impact for radiation sensitive fillings. But for this, it is necessary to know about the spectral range of the fillings sensitivity as well as about the radiation impact of the radiation sources that are relevant during the life time of the product. The spectral irradiance for characterizing the emission of various radiation sources is easily measured by means of a spectroradiometer. The spectral sensitivity of a filling's property can be determined by spectrally dispersed irradiation, where the positions on a sample are related to the different wavelengths. Thus, the damaging effect of the different wavelengths can be directly evaluated. A lateral measurement of the relevant property change shows the activation spectrum, which is the product of the spectral radiant exposure and the spectral sensitivity. By measuring the spectral irradiance for each sample position, the spectral sensitivity of the ageing property can be calculated. Comparing the fillings spectral sensitivity and the spectral irradiance of a potential radiation source during later transport and storage, conclusions can be drawn about necessary spectral absorption of a (partly) transparent packaging to give sufficient protection. The setup for such investigation will be shown and several illustrating samples from daily food experience will be given. T2 - 20th IAPRI World Conference on Packaging CY - Campinas, Brazil DA - 12.06.2016 KW - UV radiation KW - Light KW - Spectral sensitivity KW - Spectral irradiance KW - Spectral absorption PY - 2016 SN - 978-85-7029-136-3 SP - 136 EP - 139 AN - OPUS4-36913 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Sanchez-Olivares, Guadalupe A1 - Brehme, Sven A1 - Calderas, F. A1 - Schartel, Bernhard T1 - Flame Retardant Polyolefins Using Fibers From Leather Waste: Adjusting Extrusion Variables to Balance the Property Profile N2 - The extrusion processing variables represent a key to the optimal use of additives and thus the development of flame-retardant polymer composites. Adjusting the property profile, for example, finding a balance between flame retardancy and mechanical properties is the main challenge. In this work, the effect of blending temperature and rotational speed on physico-mechanical properties and fire behavior of polyolefin composites was investigated. High-density polyethylene or polypropylene was used as polymer matrices; the polymers were compounded by the extrusion process using industrial-waste leather fibers as flame retardant adjuvant and commercial flame-retardant additives. A detailed rheological analysis highlighted different viscoelastic behavior, that is, a predominant elastic or viscous one. The effect of the extrusion processing variables was also investigated on the morphology, mechanical properties, thermal decomposition, fire behavior under forced flaming combustion and flammability. Important improvements were revealed with respect to using only high loading of flame retardants. For high-density polyethylene-based composites, impact resistance and elongation at break increased 8 and 7.5 times, respectively. The total heat evolved (87MJ/m2), effective heat of combustion (31.6MJ/kg), flame retardancy (UL 94 rating) results were comparable with the reference sample. Meanwhile for polypropylene composites, the impact resistance increased 2.2 times and the flame retardancy was improved from no rating in the UL 94 vertical test to V-0 rating. Tailored processing was highlighted as an autonomous and powerful approach to achieve balanced and demanding properties. KW - Biomaterials KW - Composites KW - Extrusion KW - Flame retardance KW - Leather waste KW - Polyolefins PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-656732 DO - https://doi.org/10.1002/vnl.70048 SN - 1548-0585 SN - 1083-5601 VL - 32 IS - 2 SP - 410 EP - 430 PB - Wiley Periodicals LLC. AN - OPUS4-65673 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Pittrich, Tim A1 - Peters, Simon A1 - Meschke, Günther A1 - Weise, Frank A1 - Stelzner, Ludwig T1 - Thermally induced moisture transport in concrete with different types of blended Portland cement studied by 1H-NMR relaxometry N2 - Clinker-reduced cements are gaining in popularity as part of efforts to lower the construction industry’s CO2 footprint. Past studies showed that utilization of these cements negatively influences the fire-induced spalling behavior of concrete, which is highly influenced by thermohydraulic damage mechanisms. Therefore, thermally induced moisture transport in normal strength concretes made with different types of blended cements (CEM I, CEM II/A-LL, CEM III/A and CEM II/B-Q) was investigated by means of 1H-NMR relaxometry in combination with supportive side investigations concerning permeability and porosity. In addition, a numerical model was used to analyze in-situ moisture development during high temperature exposure. The results show that the cement type influences both initial moisture content and pore size-specific moisture distribution. This was primarily reflected in an increased water content in CEM III/A and CEM II/B-Q concretes as well as a comparable high gel pore water fraction in CEM II/B-Q concrete before heating. After heating, a similar degree of pore coarsening from gel to capillary pore was observed in all samples. Although the measurements were only conducted after, not during, high temperature exposure, the depth of the drying front and the extent of the moisture clog could be determined. With the additional numerical analysis, it can be assumed that during high temperature load, the drying front is less advanced and the moisture clog even more pronounced. In conclusion, it can be stated that the increased spalling susceptibility in blended cement concrete is caused by the lower initial permeability and increased moisture content. KW - Fire concrete spalling KW - Thermally induced moisture transport KW - Blended cements KW - 1H-NMR PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-656846 DO - https://doi.org/10.1617/s11527-026-03025-4 SN - 1359-5997 VL - 59 IS - 3 SP - 1 EP - 20 PB - Springer Science and Business Media LLC AN - OPUS4-65684 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stelzner, Ludwig A1 - Kobe, André A1 - Pittrich, Tim T1 - Konstruktiver Brandschutz: Abplatzverhalten von Beton, Innovativer Versuchsaufbau und klinkereffiziente Zemente N2 - Bauteile aus Beton besitzen in der Regel ohne zusätzliche Schutzmaßnahmen aufgrund ihrer großen Masse, der Nichtbrennbarkeit des Baustoffs sowie der geringen Wärmeleitfähigkeit einen hohen Feuerwiderstand. Jedoch kann der Querschnitt durch Abplatzungen im Brandfall reduziert und die Bewehrung freigelegt werden. Dies kann zum frühzeitigen Verlust der Standsicherheit und in der Folge insbesondere bei Infrastrukturbauwerken zu massiven ökonomischen Folgeschäden führen. Der Beitrag präsentiert aktuelle Forschungsarbeiten der BAM zur Analyse des Abplatzverhaltens von Beton. Auf Basis experimenteller Untersuchungen zum Einfluss der Prüfkörpergröße auf das Abplatzverhalten wird eine weiterentwickelte Prüfmethodik vorgestellt. Diese ermöglicht es, die Abplatzneigung von Betonrezepturen mittels kleinformatiger Prüfkörper zu analysieren. Abschließend wird unter Anwendung dieser Methode der Einfluss verschiedener Zementarten auf das Abplatzverhalten eines normalfesten Betons untersucht. T2 - STUVA-Tagung 2025 – Internationales Forum für Tunnel und Infrastruktur CY - Hamburg, Germany DA - 25.11.2025 KW - Explosionsartiges Abplatzen KW - Brandfall KW - Klinkereffiziente Zemente PY - 2025 SN - 978-3-96892-327-7 SP - 437 EP - 444 AN - OPUS4-65685 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Stelzner, Ludwig T1 - Konstruktiver Brandschutz: Abplatzverhalten von Beton, Innovativer Versuchsaufbau und klinkereffiziente Zemente N2 - Bauteile aus Beton besitzen in der Regel ohne zusätzliche Schutzmaßnahmen aufgrund ihrer großen Masse, der Nichtbrennbarkeit des Baustoffs sowie der geringen Wärmeleitfähigkeit einen hohen Feuerwiderstand. Jedoch kann der Querschnitt durch Abplatzungen im Brandfall reduziert und die Bewehrung freigelegt werden. Dies kann zum frühzeitigen Verlust der Standsicherheit und in der Folge insbesondere bei Infrastrukturbauwerken zu massiven ökonomischen Folgeschäden führen. Der Beitrag präsentiert aktuelle Forschungsarbeiten der BAM zur Analyse des Abplatzverhaltens von Beton. Auf Basis experimenteller Untersuchungen zum Einfluss der Prüfkörpergröße auf das Abplatzverhalten wird eine weiterentwickelte Prüfmethodik vorgestellt. Diese ermöglicht es, die Abplatzneigung von Betonrezepturen mittels kleinformatiger Prüfkörper zu analysieren. Abschließend wird unter Anwendung dieser Methode der Einfluss verschiedener Zementarten auf das Abplatzverhalten eines normalfesten Betons untersucht. T2 - STUVA-Tagung 2025 – Internationales Forum für Tunnel und Infrastruktur CY - Hamburg, Germany DA - 25.11.2025 KW - Explosionsartiges Abplatzen KW - Brandfall KW - Klinkereffiziente Zemente PY - 2025 AN - OPUS4-65686 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Sitte, M. A1 - Geburtig, Anja T1 - Einfluss der Trocknungszeit nach Feuchtelagerung beim Wellpappen-Berstversuch N2 - Es ist bekannt, dass Wellpappe als meistgenutztes Material für Gefahrgutverpackungen wesentliche Schwächen unter feuchten bzw. nassen Bedingungen zeigt. Verlässliche quantifizierbare Daten hierzu sind leider Mangelware. Obwohl das Material für den weltweiten Versand verwendet wird, werden die Zulassungsprüfungen, v.a. aus Gründen der Reproduzierbarkeit, bei Normklima durchgeführt. Der Berstdruck als wesentliche Größe zur Materialspezifikation wird in Abhängigkeit seiner Vorgeschichte untersucht. Es werden Zeitverlauf und Reversibilität des Berstdruckes nach feuchter Konditionierung für verschiedene Wellpappen-Typen gezeigt. Vorgestellt wird ein Aufbau zur Kopplung des Box-Compression-Tests als Bauteiltest an verschieden feuchte Klimata. T2 - 45. Jahrestagung der GUS CY - Stutensee, Germany DA - 16.03.2016 KW - Feuchtdiffusion KW - Konditionierungsdauer KW - Berstversuch PY - 2016 SN - 978-3-9816286-7-8 SP - 239 EP - 244 AN - OPUS4-36917 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Trambitski, Yahor A1 - Kizinievič, Olga A1 - Kizinievič, Viktor A1 - Pavasaryte, Lina T1 - Revealing the Structural Transformation of Biopolymer-Modified Clay Materials Through Microtomography and Hygroscopic Analysis N2 - This study focuses on the structural assessment of unfired clay materials (UCM) treated with different biopolymers using microtomography (microCT) and hygroscopic analysis. It addresses a significant research gap, as the analysis of hygroscopic properties in biopolymer-modified clays remains limited in the literature, while microCT investigations of such materials have been scarcely explored. The clay materials were modified using aqueous gelled biopolymer solutions of starch, alginate, and chitosan, each prepared under processing conditions adapted to their chemical characteristics and solubility: starch was dissolved in hot water, alginate in cold water, and chitosan in a slight acid solution. Moisture adsorption of the clay-biopolymer materials (CBM) increased up to 32.2%, as observed in the CBM, modified with a 7.5% alginate-based solution. Sorption hysteresis analysis revealed an increase in the hysteresis rate from 0.30% to 0.76–1.01% in CBMs, indicating that biopolymer modification enhanced the structural complexity of the clay matrix and promoted additional molecular interactions with water molecules within the CBM. MicroCT results demonstrated that within the CBM, biopolymers can function either as surface-coating agents (starch and alginate) or as organic clusters within the clay structure (chitosan). The obtained results highlight that biopolymer incorporation significantly enhances the hygroscopic buffering capacity of clay materials, offering a pathway toward sustainable building composites that can be applied in humidity-regulating finishes, eco-friendly construction blocks, and heritage conservation, where both moisture control and structural cohesion are essential. KW - Unfired clay material KW - Micro computed tomography KW - Clay-biopolymer material PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-656872 DO - https://doi.org/10.1007/s40684-026-00865-x SN - 2288-6206 SP - 1 EP - 14 PB - Springer Science and Business Media LLC AN - OPUS4-65687 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Witte, Julien A1 - Treutler, Kai A1 - Schroepfer, Dirk A1 - Kannengiesser, Thomas A1 - Wesling, Volker T1 - Influence of microstructure on the machinability and surface integrity of additively manufactured iron aluminides N2 - The increasing global focus on energy and resource efficiency has stimulated a growing interest in additive manufacturing. AM offers economic advantages and enables an efficient use of materials. However, AM components often require subsequent mechanical post-processing, such as machining (e.g., milling), to achieve the final contours or surfaces. This is a particular challenge due to the heterogeneous and anisotropic nature of AM structures, which affect machining and the resulting component properties. High-performance materials such as iron aluminide represent a promising alternative to conventional high-temperature materials with a significant economic advantage. However, the strength and hardness properties, which are advantageous for applications in highly stressed lightweight components, pose a challenge for economical machining in addition to the AM microstructure properties. The difficult-to-cut material causes accelerated tool wear and insufficient surface quality. This study shows that crack-free additive manufacturing of the three-component system of iron-nickel-aluminum is possible, and advantages in terms of machinability compared to FeAl-AM components are achieved. The more homogeneous microstructure leads to a reduction in cutting forces, with positive effects on the machinability and optimized surface integrity. Ultrasonic assisted milling (USAM) offers great potential to address the major challenges posed by difficult-to-cut materials and additively manufactured weld structures. Therefore, this study focuses on assessing the transferability of previous positive results by USAM to the selected iron aluminide alloys. The machinability of the aluminides is analyzed by varying significant influencing variables in finish milling experiments and evaluated in terms of the loads on the tool and the resulting surface integrity. KW - Iron aluminide KW - Additive manufacturing KW - Machinability KW - Surface integrity KW - Ultrasonic-assisted milling process PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-656993 DO - https://doi.org/10.1007/s40194-026-02382-6 SN - 0043-2288 SP - 1 EP - 13 PB - Springer Science and Business Media LLC AN - OPUS4-65699 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wosniok, Aleksander A1 - Ettaouaje, Omar T1 - Fiber optic sensors for SHM of solid bridges - BAM activities in work packages 2–5 N2 - We report on wire break detection and traffic load monitoring using embedded, distributed fiber optic sensors as part of a concept for structural health monitoring of solid bridges. Fiber optic measurements provide real-time data for identifying loads, structural responses, and damages. The development includes methods for data evaluation and information extraction from large DFOS datasets, contributing to the digital transformation of bridge infrastructure. T2 - FOSsure Jahrestreffen CY - Dresden, Germany DA - 18.03.2026 KW - Distributed fibre optic sensor (DFOS) KW - SHM KW - Bridge monitoring KW - Distributed acoustic sensing PY - 2026 AN - OPUS4-65704 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Bijeljic, Jelena A1 - Niederleithinger, Ernst T1 - Concrete performance assessment based on gas permeability testing N2 - Designing of structures with medium to high performance requirements is a demanding and challenging engineering task. Depending on the location and type of the planned structure, various pre-testing methods should be applied. In recent decades, there has been a focus on the durability of concrete. Concrete is a porous material with a relatively thin protective cover layer, making it vulnerable to the penetration of external agents such as carbon dioxide. Gas permeability testing (kT), a relatively new non-destructive method (NDT), should therefore be considered. This paper presents results of gas permeability testing on a set of larger concrete samples made under controlled conditions with some paroperty variations order to find initial kT parameters important for quality assurance. KW - Concrete KW - Permeability KW - Durability KW - Torrent Tester PY - 2025 DO - https://doi.org/10.62683/ZRGAF41.2 SN - 3009-4674 VL - 41 IS - 1 SP - 15 EP - 23 PB - Faculty of Civil Engineering and Architecture, University of Nis AN - OPUS4-65715 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino T1 - Corrosion caused by high atmospheric pollution N2 - Prestressed steel bridges that were constructed in the past using tempered prestressing steel can develop significant problems with regard to load-bearing capacity under unfavourable conditions during their construction. In particular, hydrogen-induced stress corrosion cracking during the construction of the bridge structures may have caused cracks in the prestressing tendons, which could lead to the failure of the bridge years later. The presentation specifically addresses the partial collapse of the Carola Bridge in Dresden. T2 - f.i.b Ausschuss prestressing steel CY - Online meeting DA - 19.03.2026 KW - Corrosion KW - Spannungsrisskorrosion KW - Stress corrosion cracking KW - Hydrogen embrittlement PY - 2026 AN - OPUS4-65712 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Fabian, Maxine T1 - Praxisbeispiel: Schadensfall Spannbetonbrücke N2 - Der Vortrag behandelt Schadensmechanismen in Spannbetonbrücken mit Fokus auf die „stille“ Gefahr durch Mikrorisse im Spannstahl. Besonders hervorgehoben wird die wasserstoffinduzierte Spannungsrisskorrosion als Ursache für plötzliches, sprödes Versagen von Tragwerken. Abschließend werden Monitoring-Ansätze und offene Fragen zum Risswachstum und zur Bewertung geschädigter Bauwerke diskutiert. T2 - die junge gfkorr @ Universität Kassel CY - Kassel, Germany DA - 02.03.2026 KW - Korrosion KW - Spannbeton KW - Ermüdungsverhalten KW - Wasserstoffinduzierte Spannungsrisskorrosion PY - 2026 AN - OPUS4-65710 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Müller, Simon A1 - Hofmann-Böllinghaus, Anja A1 - Chen, Zhimin A1 - Vogel, Kristin A1 - Benner, Philipp T1 - A high-resolution spatiotemporal wildfire propagation dataset for the Mediterranean and Europe N2 - Wildfires are becoming more frequent and severe under the influence of climate change, posing increasing risks to ecosystems, human health, and infrastructure. Accurate spatiotemporal data on wildfire propagation is essential for advancing fire behavior modeling, improving management strategies, and mitigating future impacts. However, existing datasets with both high spatial and temporal resolution are rare, costly, and time-consuming to produce. To address this gap, we present FireSpread_MedEU, a dataset comprising 320 consecutive burned area maps from 103 wildfire events across the Mediterranean and Europe between 2017 and 2023. Burned areas were derived from high-resolution Planet optical satellite imagery (~3 m spatial, mostly daily temporal resolution) using a semi-automated workflow, followed by manual refinement to ensure highest accuracy. Each dataset entry is enriched with detailed metadata and a subjective quality assessment. With its high level of spatiotemporal precision, FireSpread_MedEU provides essential data for the development and validation of machine learning models or wildfire simulation models. It opens new research opportunities in wildfire behavior analysis, risk assessment, and predictive modeling. KW - Wildfire KW - Remote Sensing KW - Data PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-657294 DO - https://doi.org/10.1038/s41597-026-06965-2 SN - 2052-4463 VL - 13 IS - 1 SP - 1 EP - 7 PB - Springer Science and Business Media LLC AN - OPUS4-65729 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Strangfeld, Christoph T1 - Risserkennung an Spannbetonschwellen mittels Ultraschall und luftgekoppeltem Impakt-Echo N2 - Jährlich werden ca. 2,5 Millionen Betonschwellen auf den Bahnstrecken Deutschlands ausgetauscht. Ob ein Austausch notwendig ist, wird durch Sichtprüfung, also anhand äußerer Schäden, entschieden. Derzeit werden keine Verfahren eingesetzt, die Bahnschwellen auch auf nicht sichtbare Schäden überprüfen. Hier setzt das luftgekoppelte Impakt-Echo-Verfahren an, das innenliegende Schäden diagnostiziert. Mit Hilfe eines Überschall-Freistrahls wird die Eigenfrequenz der Schwelle angeregt. Ist diese durch Risse geschädigt, sinkt die Frequenz deutlich. Die Anregung erfolgt berührungslos und kontinuierlich, so dass auch Messungen in Bewegung und bei Überfahrten möglich werden. T2 - 14. Fachtagung ZfP im Eisenbahnwesen CY - Erfurt, Germany DA - 17.03.2026 KW - Spannbetonschwelle KW - Rissdetektion KW - Ultraschallprüfung KW - Impakt-Echo Verfahren KW - Luftgekoppelte Impakt-Echo Anregung PY - 2026 AN - OPUS4-65730 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Wagner, Jan A1 - Dudziak, Mateusz A1 - Falkenhagen, Jana A1 - Rockel, Daniel A1 - Reimann, H.-A A1 - Schartel, Bernhard T1 - This is the way: An evidence based route to phytic-acid–based flame retardant poly(lactide acid) N2 - A systematic sequence of materials was investigated to develop phytic-acid (Phyt)–based flame retarded poly (lactide acid) (PLA), while factoring in molecular weight (MW), crystallinity and mechanical properties. Synergistic approaches were developed based on combinations with lignin and expandable graphite (EG), as well as by applying different Phyt salts of melamine (Mel), piperazine (Pip), and arginine (Arg). Compounds were twin screw extruded, injection molded, hot pressed and investigated with thermal analysis, size exclusion chromatography, infrared spectroscopy, tensile testing, limited oxygen index (LOI), UL 94, cone calorimeter, and scanning electron microscope. 16.7 wt.% flame retardant (FR) slightly enhances crystallization while MW remains unchanged in PLA Phyt Arg and PLA Phyt Mel. LOI was improved to 43.7 vol.% for PLA Phyt Arg, UL 94 V0 achieved for PLA Phyt Pip. Cone calorimeter results show total heat evolved reduced by 14 %, maximum average rate of heat emission 43 % lower, and peak heat release rate reduced by 50 % for PLA Phyt Mel. Phyt Mel combined with EG increased the char yield of PLA to 20 wt.% and 15.5 wt.% at 600 and 900 ◦C, respectively. Phyt is exploited to enhance char yield, stabilize the intumescent char, and lower the apparent effective heat of combustion. The combination of Phyt Mel and EG was proposed as an efficient FR for PLA via an evidence based developing route. KW - Polylactide acid KW - Intumescent flame retardant KW - Phosphorous flame retardant KW - Phytic acid KW - Expandable graphite KW - Melamine PY - 2025 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-626395 DO - https://doi.org/10.1016/j.polymdegradstab.2025.111242 SN - 1873-2321 SN - 0141-3910 VL - 234 SP - 1 EP - 14 PB - Elsevier Ltd. AN - OPUS4-62639 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Bernal, S. A. A1 - Angst, U. M. A1 - Provis, J. L. A1 - Thiel, C. A1 - Gluth, Gregor A1 - Villagran-Zaccardi, Y. A1 - De Belie, N. T1 - Recommendation of RILEM TC 281-CCC: RILEM CPC-18R1—guideline for measuring the carbonation depth of hardened concrete using a pH indicator solution N2 - This recommendation provides a procedure for determining the carbonation depth on the surface of concrete by applying a pH indicator. This includes definitions of carbonation, carbonation depth and carbonation front, as well as descriptions of the different pH indicator solutions that can be used. Recommendations for testing laboratory-prepared specimens and those obtained from concrete structures are also given. This involves guidelines for sample preparation and/or extraction, CO2 exposure duration, carbonation depth determination and reporting of results. A section on data interpretation is also provided, as carbonation results are used for determining durability of concrete, as well as a criterion for materials selection or for carbon uptake calculations. The new Recommendation CPC-18R1 is intended to supersede the former RILEM recommendation CPC-18, particularly when prescribed as the preferred method for evaluating and reporting carbonation depths. KW - Carbonation KW - Concrete KW - pH indicator KW - Phenolphthalein KW - Testing PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-656191 DO - https://doi.org/10.1617/s11527-026-02966-0 SN - 1359-5997 SN - 1871-6873 VL - 59 IS - 3 SP - 1 EP - 11 PB - Springer Nature AN - OPUS4-65619 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Dudziak, Mateusz A1 - Bhatia, Riya A1 - Dey, R. A1 - Falkenhagen, Jana A1 - Ullrich, M. S. A1 - Thomsen, C. A1 - Schartel, Bernhard T1 - Wastewater phosphorus enriched algae as a sustainable flame retardant in polylactide N2 - Revolutionizing our polymer industry for adaption to a sustainable carbon circular economy has become one of today’s most demanding challenges. Exploiting renewable resources to replace fossil-fuel—based plastics with biopolymers such as poly(lactic acid) (PLA) is inevitable while using waste streams as a raw material resource at least is promising. When it comes to using PLA as technical polymer, its high flammability must be addressed by flame retardants compatible with the thermoplastic processing of PLA and its compostability. This study proposes microalgae enriched with phosphorus from wastewater (P-Algae) as an elegant way towards a kind of sustainable organophosphorus flame retardant. The concept is demonstrated by investigating the processing, pyrolysis, flammability, and fire behavior of PLA/P-Algae, while varying the P-Algae content and comparing P-Algae with four alternative bio-fillers (phosphorylated lignin, biochar, thermally treated sewage sludge, and metal phytate) with different P-contents as meaningful benchmarks. KW - PLA KW - Flame Retardancy KW - Phosphorylated Algae KW - Wastewater flame retardants KW - Zink phytate KW - Phosphorylated lignin KW - Thermally treated sludge PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-604150 DO - https://doi.org/10.1016/j.polymdegradstab.2024.110885 SN - 1873-2321 SN - 0141-3910 VL - 227 SP - 1 EP - 11 PB - Elsevier Ltd. AN - OPUS4-60415 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino T1 - Reinforcement corrosion - causes and testing methods N2 - Corrosion auf steel in convrete can have two different causes. At one hand the carbonation induced corroison, which lead to uniform corrosion and at the other hand the chloride induced corrosion which is indicated by so called macro elements. These macro elments could be detetected through potentials mapping measurements. T2 - Methodological Workshop CY - Online meeting DA - 30.03.2026 KW - Corrosion KW - Pitting KW - Potential mapping PY - 2026 AN - OPUS4-65778 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Andrés Arcones, Daniel T1 - Quantifying Model Form Uncertainty, Influence, and Separability in Data-Driven Calibration of Tendon Break Models N2 - Fiber optic sensors (FOS) are increasingly used for structural health monitoring of bridges, providing dense and distributed strain measurements. An especially relevant application is the detection and localization of tendon breaks, where not only the occurrence but also the depth of the damaged tendon must be identified. To explore this possibility, an experimental setup was established to reproduce the boundary and loading conditions of a bridge tendon, and FOS strain observations were collected during controlled failure events. A finite element (FE) model of this experiment was developed and is used here as a gray-box simulator. Its parameters are calibrated against the FOS data, and the resulting probabilistic characterization is transferred to more realistic models in which different tendon depths are simulated and compared to observed deformation fields. Because of the complexity of the tendon break phenomenon, model form uncertainty (MFU) plays a decisive role. Bayesian calibration is performed while explicitly accounting for MFU through an embedded representation in which a prescribed set of parameters captures the model–reality discrepancy. This formulation enables the quantified MFU to be consistently propagated to other models and quantities of interest. Due to the computational cost of FE simulations, Gaussian Process surrogates are employed, and their predictive uncertainty is incorporated into the calibration to ensure coherent uncertainty propagation. The calibration reveals that some observations cannot be represented by any admissible parameter values, indicating structural model inadequacies. To identify and characterize these, an influence analysis of the observations on the posterior distribution is carried out. The φ-divergence between posterior distributions with and without individual observations is evaluated to quantify their impact on the calibrated posterior. Furthermore, by examining the influence on the marginal posterior components within the embedded MFU formulation, it becomes possible to determine which observations drive the parameters associated with model discrepancy and which parameters are most affected, guiding model refinement and experimental design. Finally, when the calibrated parameters are transferred to alternative models, the separability of predictions for different tendon depths is analyzed. The overlap between predictive distributions is quantified to determine the minimum resolvable depth difference and regions of non-separability arising from MFU. This analysis defines the achievable resolution for tendon break localization and informs optimal sensor placement strategies under uncertainty. T2 - 96. Jahrestagung der GAMM CY - Stuttgart, Germany DA - 16.03.2026 KW - Unsicherheiten Quantifizierung KW - Brückenüberwachung KW - Digitaler Zwilling PY - 2026 AN - OPUS4-65789 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino T1 - Investigation to determine the damage patternfor H-induced ctress corrosion cracking at QT preestressing steel N2 - Prestressed steel bridges that were constructed in the past using tempered prestressing steel can develop significant problems with regard to load-bearing capacity under unfavourable conditions during their construction. In particular, hydrogen-induced stress corrosion cracking during the construction of the bridge structures may have caused cracks in the prestressing tendons, which could lead to the failure of the bridge years later. The presentation specifically addresses the partial collapse of the Carola Bridge in Dresden. T2 - EMPA Lab-Seminar March 2026 CY - Online meeting DA - 27.03.2026 KW - Corrosion KW - Spannungsrisskorrosion KW - Stress corrosion cracking KW - Hydrogen embrittlement PY - 2026 AN - OPUS4-65780 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Hothan, Sascha A1 - Häßler, Dustin A1 - Stelzner, Ludwig A1 - Kremberg, Jan A1 - u. a., T1 - CO2 Einsparung durch Ressourceneffizienz als Folge von Materialsubstitution bei hochbeanspruchten Zuggliedern im Brückenbau - Netzwerkbogenbrücken mit Zuggliedern aus Carbon N2 - Für die hoch beanspruchten Zugglieder von Netzwerkbogenbrücken stellt der Einsatz von Carbonzuggliedern eine technisch innovative und vorteilhafte Lösung dar. Im Rahmen von ersten Pilotanwendungen konnte ein ausreichender Ermüdungswiderstand für den jeweiligen Einsatz nachgewiesen werden – der tatsächlich vorhandene Ermüdungswiderstand wurde bislang jedoch nicht erforscht. Die Aufgabenstellung des Verbundforschungsvorhabens umfasst die Gewinnung einer Datengrundlage für statistisch abgesicherte Bauteilkennlinien und Traglasten auf Grundlage von statischen Versuchen. Der Schwerpunkt liegt auf der Gewinnung einer Datengrundlage an realmaßstäblichen Bauteilversuchen unter Ermüdungsbelastung zur Bestimmung einer Ermüdungsversagensfunktion (S-N-Kurve), welche durch Kleinversuchsserien und faseroptische Messungen zur isolierten Betrachtung einzelner Einflussgrößen begleitet wurde. Direkt übertragbare Erkenntnisse zum Tragverhalten bei Brandbeanspruchung lagen ebenfalls nicht vor und sollten im Zuge von Bauteilversuchen unter Last und gleichzeitiger Brandbeanspruchung gewonnen werden zur Vergleichbarkeit des Verhaltens mit herkömmlichen Zuggliedern aus Stahl. Die Aufgabenstellung wurde in 9 Arbeitspaketen und insgesamt 29 Teilarbeitspaketen aufgegliedert. Diese beinhalten die Schaffung einer gemeinsamen Wissens- und Arbeitsbasis, die Erarbeitung von Versuchsparametern, die Planung und Herstellung der Versuchskörper und der Versuchsstände, statische Versuche, Ermüdungsversuche bis zum Bruch, Ermüdungsversuche mit Bestimmung der Resttragfähigkeit, Versuche zur Untersuchung des Tragverhaltens bei erhöhter Temperatur und Brandbeanspruchung bei simultaner mechanischer Zugbelastung, faseroptische Messungen und Kleinprobenversuche sowie die Zusammenführung und Auswertung der Ergebnisse. KW - Brandschutz KW - Carbon KW - Zugglied PY - 2026 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-657994 DO - https://doi.org/10.34657/32958 SP - 1 EP - 179 AN - OPUS4-65799 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -