TY - JOUR A1 - Long, Lijia A1 - Anh Mai, Q. A1 - Morato, P. G. A1 - Dalsgaard Sorensen, J. A1 - Thöns, Sebastian T1 - Information value-based optimization of structural and environmental monitoring for offshore wind turbines support structures N2 - The use of load and structural performance measurement information is vital for efficient structural integrity management and for the cost of energy production with Offshore Wind Turbines (OWTs). OWTs are dynamically sensitive structures subject to an interaction with a control unit exposed to repeated cyclic wind and wave loads causing deterioration and fatigue. This study focuses on the quantification of the value of structural and environmental information on the integrity management of OWT structures, with the focus on fatigue of welded joints. By utilizing decision analysis, structural reliability methods, measurement data, as well as the cost-benefit models, a Value of Information (VoI) analysis can be performed to quantify the most beneficial measurement strategy. The VoI assessment is demonstrated for the integrity management of a butt welded joint of a monopile support structure for a 3 MW OWT with a hub height of approximately 71m. The conditional value of three-year measured oceanographic information and one-year strain monitoring information is quantified posteriori in conjunction with an inspection and repair planning. This paper provides insights on how much benefits can be achieved through structural and environmental information, with practical relevance on reliability-based maintenance of OWT structures. KW - Structural health monitoring KW - Offshore wind turbine KW - Monopile support structure KW - Value of information KW - Weld fatigue KW - Decision tree KW - Dynamic Bayesian Network PY - 2020 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-514098 DO - https://doi.org/10.1016/j.renene.2020.06.038 VL - 10 IS - 159 SP - 1036 EP - 1046 PB - Elsevier Ltd. AN - OPUS4-51409 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Greiser, Sebastian A1 - Sturm, Patrick A1 - Gluth, Gregor A1 - Hunger, M. A1 - Jäger, Christian T1 - Differentiation of the solid-state NMR signals of gel, zeolite phases and water species in geopolymer-zeolite composites N2 - Geopolymer-zeolite composites were synthesized using a silica-rich industrial byproduct from chlorosilane production and sodium aluminate. Pastes were cured at 80 °C and 80% RH, and subsequently dried in two different climates: at 23 °C and 50% RH, and under vacuum. 1H MAS, 23Na MAS and 29Si MAS NMR and XRD measurements were performed after the drying procedures as well as after subsequent aging. Zeolite Na-A was found beside traces of faujasite-type zeolite and zeolite EMT as major crystalline phases in the cured composites; the fraction of geopolymeric gel in the reaction products was determined to be ~18% on a molar basis. Various water species could be distinguished using 1H MAS and 1H-29Si CP MAS NMR, applying rotorsynchronized echo experiments. The largest fraction of the pore water resides in the α-cages of the zeolite Na-A and in the geopolymeric gel; in addition, water exists in the β-cages of the zeolites and adsorbed at sodium ions. The water species in α-cages and in the pores of the geopolymeric gel exhibit slightly different chemical shifts of 4.7 ppm and 4.9 ppm, respectively, in the 1H MAS NMR spectra. Changes of the water content in the geopolymer pores of differently dried samples were observed and led to slightly varied chemical shifts in the 29Si MAS NMR spectra too. Measurements after more than 500 days revealed no significant aging effects of the composites, which confirm their chemical stability. KW - Geopolymers KW - Aluminosilicate inorganic polymers KW - Zeolite Na-A KW - Spectroscopy KW - Drying PY - 2017 DO - https://doi.org/10.1016/j.ceramint.2016.11.004 SN - 0272-8842 VL - 43 IS - 2 SP - 2202 EP - 2208 PB - Elsevier AN - OPUS4-38694 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Reinemann, Steffi A1 - Ebell, Gino T1 - Electrochemical investigations of carbon steel reinforcement and galvanized steel reinforcement in fresh geopolymer mortars N2 - Concrete is the most produced material in the world. Every year approx. 6.000.000.000 m³ are produced worldwide and it is expected that the production volume will continue to increase because of the economic growth of many countries around the world. This development will also result in an increase of manufacturing CO₂ emissions if nothing changes. The cement production is already responsible for 5-10 % of the worldwide anthropogenic CO₂ emissions. An immense decrease of the CO₂ emissions (approx. 45-65 %) can be achieved by the use of geopolymers as binder instead of ordinary Portland cement. However, so far only limited data exists regarding the corrosion behavior of reinforcements in geopolymer concretes. The poster shows by means of different electrochemical investigations the formation of a protective layer on the surface of carbon steel reinforcement and galvanized steel reinforcement in fresh geopolymer mortars and in a fresh mortar with Portland cement as reference. The free corrosion potential in combination with current density potential curves as well as polarization resistances show the development of a protective layer on the reinforcement. The monitoring of the free corrosion potential starts with the first contact of the rebar with fresh mortar and ends after a passive condition was reached. The further electrochemical investigations are done during the potential monitoring under active conditions, semi active conditions and passive conditions. The results show that the formation of the protective layer in geopolymer mortars is significant slower than in mortar with Portland cement. The two investigated geopolymer mortars also show a significant difference in formation of the protective layer. This can depend on the different solidification time of the geopolymer mortar. T2 - Eurocorr 2017 CY - Prague, Czech Republic DA - 03.09.2017 KW - Corrosion KW - Geopolymer concretes KW - Reinforcement PY - 2017 AN - OPUS4-41860 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hu, Nanjie Hu A1 - Hüsken, Götz T1 - Influence of activator composition on the strength, shrinkage and chloride migration resistance of alkali-activated slag mortars N2 - Alkali-activated slag materials are known for their high Chloride penetration resistance. This makes them potentially applicable as repair systems for damaged steel-reinforced concrete structures, which are exposed to chloride attack. For this purpose, the influence of the activator composition, i.e. the SiO2 and Na2O concentration of the alkaline solution on a) the compressive strength, b) shrinkage and mass change and c) the resistance against chloride penetration of four alkali-activated slag mortars (AASM) were studied. An ordinary Portland cement-based mortar was used as the reference sample. Increasing SiO2 and Na2O concentrations increased the strength, shrinkage and mass loss of the AASMs. The resistance of the mortars against chloride penetration was evaluated using the non-steady-state migration coefficient Dnssm obtained from NT BUILD 492. The results indicate that the Dnssm is related to differences in the pore solution of the AASMs rather than to differences in their microstructure. An upcoming study of the authors is going to evaluate this hypothesis by the accelerated chloride penetration (diffusion) test. T2 - The 6th International Conference on Non-Traditional Cement and Concrete CY - Brno, Czech Republic DA - 20.06.2017 KW - Alkali-activated slag mortar KW - Strength KW - Shrinkage KW - Chloride migration coefficient PY - 2017 AN - OPUS4-44080 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Bernal, S. A. T1 - RILEM TC CUC: Carbon dioxide uptake by concrete during and after service life – Opening Letter N2 - The ability of cement to chemically bind CO2 in a carbonation reaction enables the material to act as a carbon sink, which could partly account for offsetting the CO2 emissions associated with cement production. In response to the many open questions in this context, the RILEM Technical Committee CUC was created in May 2024. The focus of the TC will be to facilitate discussions regarding the current approaches to estimate the CO2 uptake by cementitious materials (concrete and other construction products) during and after service life. This Opening Letter presents aspects of the motivation to establish the TC, a brief overview of the state of the art in the field, the scheduled work programme, and the anticipated impact of the TC outputs. Though it is not intended to be an exhaustive discussion of the challenges to be addressed, from what is summarized in this letter, it is clear that work is required to base estimates of CO2 uptake by cementitious materials on a data set that is as extensive, accurate and forward-looking as possible. It is anticipated that the inclusion of interdisciplinary perspectives and data from academia and industry will enable progress in the field. KW - Cement KW - Concrete KW - Recarbonation KW - Carbon dioxide uptake KW - Carbonation rate PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-623724 DO - https://doi.org/10.21809/rilemtechlett.2024.208 SN - 2518-0231 VL - 9 SP - 61 EP - 67 PB - RILEM AN - OPUS4-62372 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor ED - Rogge, Andreas ED - Meng, Birgit T1 - Dauerhaftigkeit von Betonen auf Basis klimafreundlicher Bindemittel N2 - Aus Gründen des Klimaschutzes werden in den kommenden Jahren mehr Zemente mit verringertem Klinkerfaktor und alternative Bindemittel (klimafreundliche Bindemittel) zum Einsatz kommen. Für ihre sichere und zuverlässige Verwendung ist ein umfangreiches Verständnis der Einflüsse auf die Dauerhaftigkeit der aus ihnen hergestellten Betone notwendig. Der vorliegende Beitrag gibt einen kurzen Überblick über einige jüngere Entwicklungen und Forschungsergebnisse auf dem Gebiet. Der Fokus liegt auf Ergebnissen der Arbeiten von Technischen Komitees der RILEM sowie der EFC und eigenen Forschungsergebnissen. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Klimafreundliche Bindemittel KW - Betone PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-612872 SN - 978-3-9818564-7-7 SP - 22 EP - 29 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-61287 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Sittner, Jonathan A1 - Hoffmann, T. A1 - Bertmer, M. A1 - Neubert, M. A1 - Schuster, T. A1 - Gluth, Gregor ED - Rogge, Andreas ED - Meng, Birgit T1 - Optimizing calcination methods towards a more sustainable production of calcined clays N2 - Calcined clays are emerging as sustainable alternatives for cement production due to their potential to reduce carbon footprint and energy consumption. This study investigates the calcination of low-grade kaolinitic clays, using rotary kiln and fluidized bed. The calcined clays from the rotary kiln showed enhanced performance in the cement paste. The fluidized bed method demonstrated the potential for significant energy savings, achieving near-complete dehydroxylation with just 30 minutes of calcination. These findings highlight the promise of fluidized bed calcination for efficient clay activation, though further optimization is needed. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Calcination methods KW - Optimizing KW - Blended cement pastes KW - XRD results KW - Thermogravimetric analysis (TGA) PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-612891 SN - 978-3-9818564-7-7 SP - 37 EP - 45 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-61289 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor ED - Rogge, Andreas ED - Meng, Birgit T1 - Alkalisch aktivierte Bindemittel mit hohem Säurewiderstand für die Kanalsanierung N2 - Die biogene Schwefelsäurekorrosion (BSK) von Betonbauteilen in Abwassersystemen verursacht weltweit hohen Reparaturbedarf. Um zukünftigen Reparaturbedarf zu minimieren, werden für Neubau- und Sanierungsmaßnahmen z. T. Materialien mit besonders hohem Widerstand gegen BSK benötigt. Der vorliegende Beitrag beschreibt Forschungen zu alkalisch aktivierten Bindemitteln, die bei geeigneter Formulierung einen hohen Widerstand gegen BSK bzw. Säureangriff aufweisen. Zusätzlich werden jüngste Fortschritte bei der Bewertung von Methoden zur Prüfung des Widerstands gegen BSK dargestellt. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Säurewiderstand KW - Betonbauteile KW - Abwassersystemen PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-613141 SN - 978-3-9818564-7-7 SP - 90 EP - 93 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-61314 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Greiser, Sebastian A1 - Gluth, Gregor A1 - Sturm, Patrick A1 - Jäger, Christian T1 - Correction: 29Si{27Al}, 27Al{29Si} and 27Al{1H} double-resonance NMR spectroscopy study of cementitious sodium aluminosilicate gels (geopolymers) and gel–zeolite composites N2 - Correction for ‘29Si{27Al}, 27Al{29Si} and 27Al{1H} double-resonance NMR spectroscopy study of cementitious sodium aluminosilicate gels (geopolymers) and gel–zeolite composites’ by Sebastian Greiser et al., RSC Adv., 2018, 8, 40164–40171, https://doi.org/10.1039/C8RA09246J. PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-635365 DO - https://doi.org/10.1039/d3ra90078a SN - 2046-2069 VL - 13 IS - 37 SP - 26148 PB - Royal Society of Chemistry (RSC) CY - London AN - OPUS4-63536 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Nikoonasab, Ali A1 - Müller, Thoralf A1 - Licht, M. A1 - Raupach, M. A1 - Gluth, Gregor ED - Rogge, Andreas ED - Meng, Birgit T1 - Sulfides in the pore solutions of GGBFS-containing concretes - Influence on the corrosion of reinforcing steel N2 - Steel corrosion in sulfide-containing solutions is a challenge in various environments, such as reinforced concrete structures. In concrete, sulfides are introduced by ground granulated blast-furnace slag (GGBFS), used in standard cements and alkali-activated materials (AAMs), affecting steel corrosion. This study examined steel in synthetic GGBFS-containing cement pore solutions using electrochemical techniques. Compared to Portland cement solutions, steel in sulfide-containing solutions exhibits lower open circuit potentials and polarisation resistances. Thus, Portland cement concrete corrosion assessment standards are unsuitable for GGBFScontaining concrete. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Corrosion KW - Reinforcing steel PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-612963 SN - 978-3-9818564-7-7 SP - 55 EP - 59 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-61296 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Law, D. W. A1 - Sturm, Patrick A1 - Gluth, Gregor A1 - Gunasekara, C. A1 - Yamchelou, M. T. ED - Banthia, N. ED - Soleimani-Dashtaki, S. ED - Mindess, S. T1 - Characteristics of high calcium fly ash geopolymer mortar N2 - Portland cement is one of the principal sources of anthropomorphic CO2 emissions. It is estimated that cement production contributes up to 10% of greenhouse gas emissions and annual cement production over 4 billion tons. This has led to the development of a range of alkali activated materials (AAM), the most common precursor materials being class F fly ash and blast furnace slag. At present Class C Fly Ash is not widely utilized as an AAM due to the chemical composition and activation requirements. However, initial research on high Calcium German Class C Fly Ash suggests that the material may have potential for application as an AAM. This paper reports the development of ambient cured alkali activated mortar optimised by varying the alkali modulus and w/b ratio. The evolution of the mechanical and microstructural properties is reported over the initial 28 day period. Compressive strength in excess of 10 MPa at 7 days and 15 MPa at 28 days was achieved at ambient temperature. Similar strengths were observed for both 10% and 15% dosage but as dosage increases the optimal Alkali Modulus reduces. T2 - 77th RILEM Annual Week and the 1st Interdisciplinary Symposium on Smart & Sustainable Infrastructures (ISSSI 2023) CY - Vancouver, BC, Canada DA - 04.09.2023 KW - Alkali-activated materials KW - Brown Coal Fly Ash KW - Lignite Coal PY - 2024 SN - 978-3-031-53388-4 SN - 978-3-031-53389-1 DO - https://doi.org/10.1007/978-3-031-53389-1_8 SN - 2211-0844 SN - 2211-0852 VL - 48 SP - 82 EP - 92 PB - Springer CY - Cham AN - OPUS4-59578 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Rickard, William A1 - Gluth, Gregor A1 - Pistol, Klaus T1 - In-situ thermo-mechanical testing of fly ash geopolymer concretes made with quartz and expanded clay aggregates N2 - The mechanical and microstructural properties of geopolymer concretes were assessed before, during and after high temperature exposure in order to better understand the engineering properties of the material. Fly ash based geopolymer concretes with either quartz aggregate or expanded clay aggregate were exposed to various temperatures up to 750 °C using a thermo-mechanical testing apparatus. Microstructural investigations were also undertaken to better understand the measured changes in the mechanical properties. It was found that dehydration of capillary water caused cracking and strength losses at temperatures ≤300 °C, an effect that was more severe in the quartz aggregate geopolymer due to its lower permeability. At higher temperatures (T ≥ 500 °C) sintering promoted strength increases which enabled both concrete types to yield significant strength advantages over conventional materials. Stress–mechanical strain curves, which form the basis of the fire design of concrete structures, are reported. KW - Temperature KW - Microstructure KW - Physical properties KW - Alkali activated cement KW - Geopolymers KW - Transient thermal creep PY - 2016 DO - https://doi.org/10.1016/j.cemconres.2015.11.006 SN - 0008-8846 SN - 1873-3948 VL - 80 SP - 33 EP - 43 PB - Pergamon Press CY - New York, NY AN - OPUS4-35080 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hu, Nanjie A1 - Hüsken, Götz A1 - Gluth, Gregor A1 - Kühne, Hans-Carsten T1 - The influence of activator composition on the strength, shrinkage and chloride migration resistance of alkali-activated slag mortars N2 - Alkali-activated slag materials are known for their high Chloride penetration resistance. This makes them potentially applicable as repair systems for damaged steel-reinforced concrete structures, which are exposed to chloride attack. For this purpose, the influence of the activator composition, i.e. the SiO2 and Na2O concentration of the alkaline solution on a) the compressive strength, b) shrinkage and mass change and c) the resistance against chloride penetration of four alkali-activated slag mortars (AASM) were studied. An ordinary Portland cement-based mortar was used as the reference sample. Increasing SiO2 and Na2O concentrations increased the strength, shrinkage and mass loss of the AASMs. The resistance of the mortars against chloride penetration was evaluated using the non-steady-state migration coefficient Dnssm obtained from NT BUILD 492. The results indicate that the Dnssm is related to differences in the pore solution of the AASMs rather than to differences in their microstructure. An upcoming study of the authors is going to evaluate this hypothesis by the accelerated chloride penetration (diffusion) test. T2 - 6th International Conference Non-Traditional Cement and Concrete 2017 CY - Brno, Czech Republic DA - 19.06.2017 KW - Alkali-activated slag mortar KW - Strength KW - Shrinkage KW - Chloride migration coefficient PY - 2018 DO - https://doi.org/10.4028/www.scientific.net/KEM.761.61 SN - 1662-9795 VL - 761 SP - 61 EP - 64 PB - Trans Tech Publications CY - Switzerland AN - OPUS4-43884 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Mirza Abdul Basit, Beigh T1 - Sustainable Reproduction of Ornamental Glass for Historical Building Retrofitting: A Dual-Material Approach Using Refractory and Alkali-activated Concrete N2 - The preservation of ornamental glasswork in historical architecture—spanning Baroque churches, Victorian theatres, Art Deco structures, and colonial-era palaces—faces a critical challenge: reproducing small, customized batches of ornamental glass with period-accurate patterns. Traditional industrial methods, optimized for mass production, are economically and environmentally unsustainable for heritage projects. This study proposes a dual-material mould system combining refractory concrete and alkali-activated binders to address these limitations, offering a solution that balances historical fidelity, thermal resilience, and sustainable practices. T2 - 4th International Conference on Sustainable Building Materials - ICSBM CY - Eindhoven, Netherlands DA - 10.08.2025 KW - Ornamental glass KW - Alkali-activated refractory materials KW - Glass slumping KW - Thermal resilience PY - 2025 AN - OPUS4-64157 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Watolla, Marie-Bernadette A1 - Gluth, Gregor A1 - Sturm, Patrick A1 - Rickard, W.D.A. A1 - Krüger, Simone A1 - Schartel, Bernhard T1 - Intumescent geopolymer-bound coatings for fire protection of steel N2 - The passive fire protection of steel structures and other load-bearing components will continue to gain importance in future years. In the present contribution, novel intumescent aluminosilicate (geopolymer-bound) composites are proposed as fire-protective coatings on steel. Steel plates coated with these materials were exposed to the standard temperature-time curve as defined in ISO 834 – 1:1999. The coatings partially foamed during curing and expanded further during thermal exposure, demonstrating their intumescent characteristic.Thermogravimetryandoscillatory rheometry determined that the intumescent behavior is attributed to a transition to a viscous state (loss factor > 1) in the temperature range of major water release, differing from conventional geopolymers. XRD and SEM images showed that the coatings had characteristics of ceramic or glass-ceramic foams after fire resistance testing, suggesting superior performance under challenging conditions. The thickness of the coatings influenced their foaming and intumescent behavior and thus the time for the coated steel plates to reach 500 °C. A number of additives were also studied with the best performance obtained from samples containing sodium tetraborate.Acoating of just 6mmwas able to delay the time it takes for a steel substrate to reach 500 °C to more than 30 minutes. KW - Geopolymers KW - Fire protection KW - Intumescence KW - Coatings KW - Fire resistance PY - 2017 UR - https://www.ceramic-science.com/articles/all-articles.html?article_id=100558 DO - https://doi.org/10.4416/JCST2017-00035 VL - 8 IS - 3 (Topical issue: Geopolymers) SP - 351 EP - 364 PB - Göller Verlag CY - Baden-Baden AN - OPUS4-42139 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Sturm, Patrick A1 - Gluth, Gregor A1 - Brouwers, H.J.H. A1 - Kühne, Hans-Carsten T1 - Synthesizing one-part geopolymers from rice husk ash N2 - One-part geopolymers offer advantages over conventional geopolymers with regard to handling and storage of feedstocks. However, they often suffer from a low degree of reaction, a high amount of crystalline byproducts, and consequently low strength. In this study, one-part geopolymers were produced from rice husk ash (RHA) and sodium aluminate, and investigated by XRD, ATR-FTIR, SEM and compressive strength testing. The compressive strength of the material was 30 MPa, i.e. significantly higher than for comparable one-part geopolymers. This is attributed to an almost complete reaction of the RHA and the absence of crystalline byproducts (zeolites) in the hardened geopolymer. KW - Alkali-activation KW - Geopolymers KW - One-part formulation KW - Bio-based materials KW - Rice husk ash PY - 2016 DO - https://doi.org/10.1016/j.conbuildmat.2016.08.017 SN - 0950-0618 VL - 124 SP - 961 EP - 966 PB - Elsevier Ltd. AN - OPUS4-37226 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Sittner, Jonathan T1 - Calcinierung in der Wirbelschicht: Steigerung der Reaktivität von calcinierten Tonen? N2 - Calcined clays are emerging as sustainable alternatives for cement production due to their potential to reduce carbon footprint and energy consumption. This study investigates the calcination of low-grade kaolinitic clays, using rotary kiln and fluidized bed. The calcined clays from the rotary kiln showed enhanced performance in the cement paste. The fluidized bed method demonstrated the potential for significant energy savings, achieving near-complete dehydroxylation with just 30 minutes of calcination. These findings highlight the promise of fluidized bed calcination for efficient clay activation, though further optimization is needed. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Calcinierung KW - Calciniermethode KW - Wirbelschicht KW - Klinkerersatz PY - 2024 AN - OPUS4-61813 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hlavacek, Petr T1 - Corrosion of steel reinforcement in geopolymer Mortars N2 - Study on corrosion of steel reinforcement in geopolymer mortars. Identification of carbonation speed and chloride migration coefficient. Results on preliminary corrosion potential measurements. T2 - EFC-WP 11 Task Group: Steel Corrosion in Alkali-Activated Concrete CY - Berlin, Germany DA - 28.03.2017 KW - Geopolymer KW - Chloride migration KW - Carbonation KW - Steel corrosion PY - 2017 AN - OPUS4-39619 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gluth, Gregor A1 - Sittner, Jonathan A1 - Asante, Bright A1 - Nikoonasab, Ali A1 - Ebell, Gino T1 - 63. DAfStb-Forschungskolloquium in der BAM - Themenblock 1: Chemie der Bindemittel N2 - Aus Gründen des Klimaschutzes werden in den kommenden Jahren mehr Zemente mit verringertem Klinkerfaktor und alternative Bindemittel (klimafreundliche Bindemittel) zum Einsatz kommen. Für ihre sichere und zuverlässige Verwendung ist ein umfangreiches Verständnis der Einflüsse auf die Dauerhaftigkeit der aus ihnen hergestellten Betone notwendig. In jüngerer Zeit sind hierzu insbesondere von Technischen Komitees in RILEM und in der EFC neue Erkenntnisse gewonnen worden, die im Rahmen des 63. DAfStb-Forschungskolloquiums an der BAM (Tagungsband: DOI 10.26272/opus4-61338) im Zusammenhang mit den Beiträgen der BAM zu diesen Ergebnissen vorgestellt wurden. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Zement KW - Bindemittel KW - Dauerhaftigkeit KW - Beton PY - 2025 SN - 0005-9846 VL - 75 IS - 4 SP - 129 EP - 131 PB - concrete content UG CY - Schermbeck AN - OPUS4-63066 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor T1 - Corrosion of steel reinforcement in geopolymer mortars - carbonation resistance, chloride migration, and preliminary corrosion potential data N2 - Alkali-activated materials such as geopolymers are currently receiving a lot of attention because of their potential to be used as binders for concrete with advantageous engineering properties and reduced manufacturing CO2 emissions. Knowledge of the durability of steel in these concretes and related properties of alkali-activated materials is a prerequisite for their application as building materials, if they are to be used for steel reinforced elements. However, to date only limited data exists on this topic. The present contribution focuses on durability-related transport properties of geopolymer-based mortars (as model systems for concrete). We report results of accelerated carbonation, rapid chloride migration (RCM) and air permeability measurements as well as porosity data for fly ash-based geopolymer mortars, including mixes containing ground granulated blast furnace slag (GGBFS). In addition, we report polarization resistance data and corrosion potential vs. time curves for carbon steel bars embedded in two of the fly ash-based geopolymer mortars and a CEM I-based mortar (as reference). Despite comparable total porosities, the carbonation depths, the chloride migration coefficients and the air permeabilities of the mortars differed significantly. In general, the addition of GGBFS to the binders improved the performance (decreased transport coefficients); however, this was not found to be true for the air permeability in all cases. This latter effect can be explained by drying damage of the C-(A-)S-H gel in GGBFS-containing binders. On the other hand, low transport coefficients can also be achieved by optimization of the binder formulation without the addition of GGBFS, which is also reflected in the material’s air permeability. Thus, there exists no simple correlation between air permeability (of harshly dried mortars) and durability-related transport coefficients for the studied alkali-activated materials. The corrosion potential vs. time curves in combination with polarization resistance values reveal that the steel reinforcement in geopolymer mortars assumed a passive state. However, this happened considerably later than for steel in CEM I-based mortars. The free corrosion potential of carbon steel reinforcement in the geopolymer mortars had different values than the free corrosion potential values for the CEM I-based mortar for both the active and the passive state; possible reasons for this behavior are discussed. T2 - EUROCORR 2017 CY - Prague, Czech Republic DA - 03.09.2017 KW - Geopolymers KW - Alkali-activated materials KW - Corrosion KW - Steel reinforcement KW - Concrete PY - 2017 AN - OPUS4-41869 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor T1 - Microbially induced corrosion of cementitious materials in sewer systems N2 - Sewer networks (also called wastewater systems) include structures to collect and transport wastewater to disposal or treatment in dedicated facilities. These networks are essential infrastructures of our societies, and the size of these systems in terms of length as well as asset value is usually vast. Accordingly, the annual rehabilitation and replacement costs for sewer networks are very high in many countries. In addition, failures of wastewater systems can cause severe health and environmental problems, making the durability of these infrastructures an issue of crucial societal importance. A substantial fraction of the deterioration of sewers is caused by microbially influenced corrosion (MIC) of concrete structures in the networks, and, thus, understanding the causes of this process is crucial to be able to effectively direct resources for rehabilitation, replacement and construction of sewer systems. Because of the importance of the problem, it has been studied for many decades, and significant progress has been made during this time. In recent years, answers to several previously underexplored questions, for example regarding the validity of the different test methods to assess the resistance of cementitious materials against MIC and the suitability of new cementitious materials for sewer repair, have begun to emerge. The present contribution gives an overview over the processes involved in MIC of cementitious materials in sewers, and reviews recent findings concerning the resistance of cementitious materials against MIC. The data indicate that alkali-activated materials can exhibit exceptionally high resistance against MIC, while it is presently not fully understood which mix design parameters deter¬mine this resistance. Disagreement exists in the literature regarding the causes of the generally high resistance of calcium aluminate cements. Significant progress has been made in determining the deterioration rate of cementitious materials under strongly corroding conditions, but well-founded approaches to classify the severity of MIC attack in sewers seem not to be available at present. T2 - MICxUS 2025 – Symposium on Microbiologically Influenced Corrosion (MIC) in Industrial and Utility Systems CY - Nicosia, Cyprus DA - 21.01.2025 KW - MIC KW - Cement KW - Repair mortar KW - Sulfuric acid KW - Sewers PY - 2025 AN - OPUS4-62738 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gluth, Gregor T1 - Corrosion of steel in geopolymer mortars N2 - The contribution reports on durability-related transport properties of geopolymer-based mortars. We show results of accelerated carbonation, rapid chloride migration (RCM), accelerated chloride diffusion, and air permeability measurements for fly ash-based geopolymer mortars, including mixes containing ground granulated blast furnace slag (GGBFS). In addition, we report polarization resistance data and corrosion potential vs. time curves for carbon steel bars embedded in two of the fly ash-based geopolymer mortars and a CEM I-based mortar (as reference). Despite comparable total porosities, the carbonation depths, the chloride migration coefficients and the air permeabilities of the mortars differed significantly. In general, the addition of GGBFS to the binders improved the performance (decreased transport coefficients); however, this was not found to be true for the air permeability in all cases. This latter effect can be explained by drying damage of the C-(A-)S-H gel in GGBFS-containing binders. On the other hand, low transport coefficients can also be achieved by optimization of the binder formulation without the addition of GGBFS, which is also reflected in the material’s air permeability. The corrosion potential vs. time curves in combination with polarization resistance values reveal that the steel reinforcement in geopolymer mortars assumed a passive state. However, this happened considerably later than for steel in CEM I-based mortars. The free corrosion potential of carbon steel reinforcement in the geopolymer mortars had different values than the free corrosion potential values for the CEM I-based mortar for both the active and the passive state. T2 - International Workshop on Alkali-Activated Materials CY - Ljubljana, Slovenia DA - 11.05.2017 KW - Geopolymers KW - Alkali-activated materials KW - Reinforcement corrosion KW - Carbonation KW - Chloride ingress PY - 2017 AN - OPUS4-40241 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Vogler, Nico A1 - Gluth, Gregor A1 - Oppat, Klaus A1 - Kühne, Hans-Carsten T1 - Charakterisierung von Bauteiloberflächen – Rautiefebestimmung mittels konventioneller und laserbasierter Verfahren T1 - Surface characterization of building elements - roughness measurements by conventional and laser-based methods N2 - Die Bestimmung der Rauheit von Bauteiloberflächen stellt eine wichtige Messaufgabe im Bauwesen dar. Vor allem bei der Betoninstandsetzung, im Straßenbau und bei der Herstellung von Stahlbeton-Halbfertigteilen ist die Rauheit – gemessen als Rautiefe – eine wichtige Kenngröße. Zurzeit werden Messungen der Rautiefe mittels volumetrischer Verfahren (Sandflächenverfahren) durchgeführt. Diese bereits seit mehreren Jahrzehnten angewandten Verfahren sind jedoch auf horizontale bzw. wenig geneigte und trockene Oberflächen beschränkt. Darüber hinaus hängen die erzielten Ergebnisse sehr stark von der angewandten Prüfvorschrift, den darin vorgeschriebenen Prüfmitteln und Geräten und dem jeweiligen Anwender ab. Als Alternative zu den volumetrischen Verfahren wurde an der Bundesanstalt für Materialforschung und -prüfung (BAM) ein automatisiertes, laserbasiertes Messverfahren entwickelt, mit dem Rautiefen von Bauteiloberflächen in Anlehnung an bereits standardisierte Verfahren bestimmt werden können. Der vorliegende Beitrag befasst sich zunächst mit den konventionellen Prüfverfahren, beschreibt die wichtigsten Zusammenhänge und zeigt die Grenzen dieser Methoden auf. Im zweiten Teil wird das an der BAM entwickeltes Messsystem, als zielführendes Alternativverfahren für die konventionellen Methoden, vorgestellt und dessen Leistungsfähigkeit näher beschrieben. N2 - The measurement of surface roughness of building elements is an important task in civil engineering, particularly in the field of concrete repair, in road construction and in the production of precast concrete elements. At present, the surface roughness is generally determined by the so called sand-patch-test (volumetric method). This method which is used since several decades is only applicable on horizontal or only slightly sloped and dry surfaces. In addition, the results strongly depend on the utilised standards, the prescribed test equipment and the executing person. Therefore, a laser-based device for the determination of surface roughness has been developed at Bundesanstalt fur Materialforschung und -pru-fung (BAM). This contribution deals first with the different modifications of the sand-patch-test and other conventional methods, and describes the underlying formulae and the limitations of the methods. In the second part, the laser-based system which was developed at BAM is presented; its advantages and the capability of this alternative method will be described in detail. KW - Rautiefe KW - Instandsetzung KW - Laserbasierte Rautiefebestimmung KW - Shear PY - 2017 SN - 0005-6650 VL - 92 IS - März SP - 97 EP - 104 PB - Springer VDI CY - Düsseldorf AN - OPUS4-39299 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino T1 - Investigation of carbon steel reinforcement in fresh geopolymer mortars and geopolymer specimen N2 - Electrochemical investigation of carbon steel reinforcement to describe the passivation reaction and the corrosion behavior. T2 - EFC-WP 11 Task Group: Steel Corrosion in Alkali-Activated Concrete CY - Berlin, Germany DA - 28.03.2017 KW - Corrosion KW - Reinforcement PY - 2017 AN - OPUS4-39633 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klippel, A. A1 - Hofmann-Böllinghaus, Anja A1 - Piechnik, K. A1 - Gnutzmann, Tanja T1 - Development of toxicity assessment method for bus interior materials N2 - In recent years, fire safety requirements for bus interior materials have been increased and introduced into international regulations. Fire safety requirements for the burning rate, melting and dripping behaviour of interior materials already exist for many years. However, it remains unclear to what extent the release of smoke, combustion products and their toxicity should be limited. Therefore, a research and development project 82.0723 funded by BASt (Federal Highway Research Institute) was initiated to develop a simplified procedure for testing the toxicity and smoke development in case of fire of interior materials used in buses. The scope of the research included calculations to assess the toxicity of fire gases and the derivation of specifications for the formation of practicable limit values for smoke toxicity. Further investigations are needed to derive these limit values for smoke toxicity in order to be applicable for real fire scenarios in buses. T2 - Conference Fire in Vehicles FIVE CY - Stavanger, Norway DA - 24.04.2023 KW - Bus materials PY - 2023 SP - 80 EP - 90 AN - OPUS4-57627 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Geoerg, Paul A1 - Polzin, Robert Malte A1 - Schumann, Jette A1 - Holl, Stefan A1 - Hofmann-Böllinghaus, Anja T1 - Small-scale studies on evacuation characteristics of pedestrians with physical, mental or age-related disabilities N2 - Evaluation of evacuation process is common separated by two phases: pre-movement and movement-phase. Individual capabilities of pedestrians have an impact on both and therefore on the time required for safe escape. In view of evaluating the evacuation process, characteristics of realistic movements of pedestrians involved are needed, but so far such data are mainly available for individuals with unrestricted evacuation capabilities only. Due to the lack of available data, parameter studies in an assisted living for people with disabilities were performed to explore the movement during evacuation. Preparation times for assistance (n = 10), unimpeded walking speeds (n = 34) depending on the assistance devices in the plane as well as walking speeds on stairs (n = 11) were focussed. Time to prepare an assistance device for utilisation depends significantly on the kind of device type. Further on, practical experience in handling the devices for assistance has an impact on the preparation time. In contrast to the results of the preparation times, any relation on assistance devices were investigated for the unimpeded walking speed in the plane. A remarkable decrease of walking speed on stairs was observed which is independent from the utilised assistance device. The presented data improve and extend the insufficient engineering data base and raised up questions regarding the complexity of considering pedestrians movement with impairments in evacuation planning. T2 - 3rd European Symposium on Fire Safety Science CY - Nancy, France DA - 12.09.2018 KW - Human behaviour KW - Egress KW - Evacuation KW - Pedestrians with disabilities KW - Engineering data PY - 2018 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-466463 DO - https://doi.org/10.1088/1742-6596/1107/7/072006 SN - 1742-6596 VL - 1107 IS - 072006 SP - 1 EP - 6 PB - IOP Publ. CY - Bristol AN - OPUS4-46646 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Manes, M. A1 - El Houssami, M. A1 - Campbell, R. A1 - Sauca, A. A1 - Rush, D. A1 - Hofmann-Böllinghaus, Anja A1 - Andersson, P. A1 - Wagner, P. A1 - Veeneklaas, J. A1 - van Hees, P. A1 - Guillaume, E. T1 - Closing Data Gaps and Paving the Way for Pan-European Fire Safety Efforts: Part I—Overview of Current Practices for Fire Statistics N2 - The analysis of the current state of fire statistics and data collection in Europe and other countries is needed to increase awareness of how fire incidents affect buildings and to support pan-European fire prevention and fire mitigation measures. The terminology and data collected regarding fire incidents in buildings in the EU Member States were mapped to obtain meaningful datasets to determine common terminology, collection methodology, and data interpretation system. An extensive literature review showed that fire data collection systems have been instrumental in informing firefighting strategies, evidence-based planning, prevention, and educational programmes. Differences and similarities between fire data collection systems were also investigated. The amount and quality of the information in fire statistical recording systems appear to be influenced by the complexity and structure with which the data are collected. The analysis also examined the existing fire statistics in the EU Member States and a few other countries. Finally, a detailed investigation of the number of fires, fire deaths, and injuries from 2009 to 2018 in several countries was examined based on data from a report by CTIF. The trends showed differences attributable to the existing fire statistical practices in terms of terminology and data collection, and interpretation. Part II proposes a common terminology for selected fire statistical variables. The results provide relevant information regarding fire safety at the European level and should be used to guide the development of more uniform fire statistics across Europe. KW - Fire statistics KW - European project PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-575711 DO - https://doi.org/10.1007/s10694-023-01415-6 SN - 1572-8099 SP - 1 EP - 44 PB - Springer CY - Heidelberg AN - OPUS4-57571 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - El Houssami, M. A1 - Försth, M. A1 - Fredriksson, H. A1 - Drean, V. A1 - Guillaume, E. A1 - Hofmann-Böllinghaus, Anja A1 - Sandinge, A. T1 - Fire safety of interior materials of buses N2 - This study provides an analysis on the fire safety of passengers and the fire protection of coaches and buses. A brief review of major bus fire incidents, an overview of current regulations in Europe, and their limitations are presented. The study finds that the current small-scale fire test methods described in UN ECE Reg No. 118 need to be replaced by test methods that can assess the reaction to fire of materials when exposed to ignition sources of varying sizes. To address these shortcomings, the study proposed an expert recommendation to update the material fire safety requirements and testing for buses. Additional measures are proposed, derived from objectives and strategies applied in other transport sectors, and can be tested through existing European and international standards, which are widely used by several industries. These measures aim to extend the time with tenable conditions for a safe evacuation in case of fire, reduce the degree of damage to buses, reduce the risk for fast and excessive thermal exposure on modern energy carriers needed for a more sustainable transport sector. KW - Fire KW - Bus interior materials KW - Rregulations PY - 2023 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-575700 DO - https://doi.org/10.1002/fam.3134 SN - 1099-1018 SP - 1 EP - 15 PB - Wiley CY - London AN - OPUS4-57570 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Piechnik, Kira A1 - Heydick, Lukas A1 - Hofmann-Böllinghaus, Anja A1 - Klippel, Andrea T1 - Comprehensive laboratory study on smoke gases during the thermal oxidative decomposition of forest and vegetation fuels N2 - AbstractThis study investigates the composition of smoke gases in forest and vegetation samples to draw conclusions about the actual smoke gas composition during wildfires. The focus is particularly on regions with extensive pine forests, like in Eastern Germany. The relevance of smoke gases is well illustrated by the example of wildfires in Québec, influencing air quality in New York, in 2023. By employing a modified DIN tube furnace, a bench‐scale test set‐up, the research emphasizes the examination of smoke composition from tree species and ground cover, prioritizing gases while disregarding particles. Key smoke gases are identified as CO, CO2, SO2, HCN, C3H4O (acrolein) and CH2O (formaldehyde) and their concentrations are compared with Acute Exposure Guideline Levels (AEGL) limits. Acknowledging the limitations of AEGL usage and the problem with direct quantitative comparison of toxicant concentrations (cf. ISO 29903‐1:2020), the study highlights variations in smoke composition across different samples. The results of the studies reveal a significant disparity in CO concentration between dry and fresh pine needles. Frequently, the AEGLs of key gases are exceeded significantly. The elemental analysis of the barks indicates distinct differences in composition, reflecting in the concentrations of smoke gases. The ratio of 1 mole of substance turnover to the identified key components will be used to determine input parameters for the subsequent numerical simulation. KW - Forest KW - Wildfire KW - Ignition PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-617744 DO - https://doi.org/10.1002/fam.3253 SP - 1 EP - 12 PB - Wiley online library AN - OPUS4-61774 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rhode, Michael T1 - Hydrogen in Welded Microstructures of T24 Steel: Effect on Mechanical Properties and Corresponding Hydrogen Diffusion N2 - Low-alloyed CrMoV steels, such as T24, are widely used for welded components in fossil power stations due to their excellent creep-strength. Spectacular failure cases in the recent years exhibited severe cracking in T24 welds. The results showed that hydrogen-assisted cracking (HAC) occurring up to 200 degree Celsius cannot be excluded. Hence, a basic understanding is necessary on how hydrogen affects the material properties of welded microstructures. In this regard, each weld microstructure (HAZ and weld metal) has influence on the HAC susceptibility and respective hydrogen diffusion. Thus, the present contribution summarizes different results obtained from experiments with grades T24 (CrMoV alloy) and T22 (CrMo) and thermally simulated HAZ. Tensile tests were conducted with hydrogen charged specimens and compared to hydrogen-assisted stress corrosion cracking results obtained from slow strain rate tests (SSRT) up to 200 degree Celsius. Electrochemical permeation and degassing experiments were performed to identify a particular weld microstructure influence on hydrogen diffusion and trapping (especially in the HAZ). The results showed that T24 base material has improved resistance to hydrogen-assisted degradation/cracking. In contrast, the as-welded HAZ had remarkably increased susceptibility (tesnile tests at hydrogen concentration of 1 to 2 ppm). SSRT experiments confirmed this at elevated temperatures for both the T24 and the T22. Hence, the evaluation of a particular degradation of the mechanical properties should be performed independently for each weld microstructure. In addition, the HAZ showed decreased diffusion coefficients (at room temperature) of approximately one magnitude compared to the base materials. Trapped hydrogen was determined in the T24 at temperatures up to 120 degree Celsius compared to 75 degree Celsius in the T22. This has to be considered in case of changing operational temperatures, e.g. in the case of start-up and shutdown processes of boiler components. T2 - 10th Conference on Trends in Welding Research CY - Tokyo, Japan DA - 11.10.2016 KW - Degradation of Mechanical Properties KW - Hydrogen KW - Creep-resistant Steel KW - Weld Joint KW - Diffusion PY - 2016 AN - OPUS4-37827 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geoerg, Paul A1 - Hofmann-Böllinghaus, Anja A1 - Pulm, A. T1 - Evacuation dynamics under consideration of vulnerable pedestrian groups N2 - The understanding of human behavior during evacuation processes is an important matter to improve the safety of infrastructures. In many countries, the implementation of performance based codes enables fire safety engineers to use computer based calculation tools to predict and evaluate pedestrian movement and human behavior in buildings. The models are based on experimentally obtained parameters and theoretical models. Pedestrian behavior can be influenced by the characteristics of the buildings (e.g. type of the building) as well as the characteristics of individuals and the pedestrian group. This paper shows that the approach of Required Safe Egress Time (RSET) / Available Safe Egress Time (ASET) is imprecise with regard on heterogeneous pedestrian groups, because this concept completely neglected the variability’s in individual pre-movement and movement abilities. T2 - Interflam CY - Royal Holloway College, London, UK DA - 04.07.2016 KW - Evacuation KW - Vulnerable groups KW - Simulation KW - Egress PY - 2016 SN - 978-0-9933933-1-0 SN - 978-0-9933933-3-4 VL - 1 SP - 769 EP - 774 CY - London, UK AN - OPUS4-36821 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja A1 - Kaudelka, Sven T1 - Fire safety of facades with polystyrol foam insulation N2 - Several fires involving ETIC (external thermal insulation composite) systems with polystyrene foam insulation in Germany led to an extensive discussion about fire safety of such systems. A collection initiated by the Frankfurt fire service of façade fires which include polystyrene insulation foam shows that especially fires which started in front of the buildings led to more severe fires of the façade than fires that started inside the buildings. In several fires the ignition source were burning waste containers. Three large scale tests which were initiated by German building ministries showed weaknesses of the existing systems when challenged by a bigger fire source in front of the façade. Since then measures have been introduced to enhance these systems and an additional test with a 200 kg wood crib in front of a large test rig has been used for approval of ETICS. However, the recently introduced German draft standard DIN E 4102-20 does not take these changes into account although real cases and the large scale tests showed that fire scenarios with a bigger ignition source as a waste container are not covered by the DIN E 4102-20. Numerical investigations show that regarding the heat flux to the area above the opening (e.g. a window) also only a fraction of real fires is covered. Additionally damaged systems have been investigated using the Single Burning Item (SBI) test with higher heat release rates of the burner. The damage significantly influenced the fire development of the specimen. Collapse of a damaged coating of an ETIC system occurred during the test and had a sudden fire growth as a result as the whole specimen was suddenly on fire. Several effects which could be seen in the intermediate scale tests correspond to observations which were made in the real cases. In Germany insulation of existing buildings is often enhanced with application of ETICS. In most cases the buildings are in use at the time when the construction takes place. At several stages of the construction process large amounts of unprotected polystyrene are stored in immediate proximity of the building and unprotected polystyrene can be in place on the façade for several weeks. As a consequence of the investigations challenges and possible measures to enhance fire safety of ETIC systems are discussed. T2 - Interflam 2016 CY - London, UK DA - 04.07.2016 KW - Fire scenarios KW - Fire safety KW - EPS PY - 2016 SN - 978-0-9933933-2-7 VL - 2016 SP - 1151 EP - 1162 PB - Interscience Communications CY - Bromley, UK AN - OPUS4-36895 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wu, Hongyi A1 - Buhk, Frederik A1 - Christiani, Ricardo A1 - Hofmann-Böllinghaus, Anja T1 - Influence of local vegetation on ignition and fire spread of vegetation fires-Experimental and numerical approach N2 - Within the framework of the European TREEADS project, Brandenburg and Saxony-Anhalt were designated as model regions. This designation facilitated the investigation of vegetation types, soil structure, and soil dryness. Brandenburg and Saxony-Anhalt are identified as the driest regions in Germany according to the annual mean soil moisture data. In these regions, 48% to 73% of the forests are composed of pine species. The soil profile is characterized by a relatively thin organic layer, measuring between 0.2 and 0.3 meters, underlain by sandy substrates. Consequently, surface and ground fires are more prevalent in these areas compared to other types of fires, such as crown fires. To investigate the influence of local vegetation, it goes through two aspects. One is laboratory study, the local vegetation samples were collected and tested for the thermal properties, such as activation energy, heat content and reaction kinetic of pyrolysis and dehydration. At the same time, small and medium scale combustion experiments were conducted to investigate the burning behavior. The other aspect is using the thermal properties as the input parameters for the development of numerical simulation in the computational fluid dynamics (CFD) tool. These models were then be validated with the combustion experiments, as a baseline for the further scaling up of the models, in order to investigate how the parameters influencing the fire spread in a large-scale case numerically. T2 - Interflam 2025, 16th International Fire Science and Engineering Conference CY - London, United Kingdom DA - 30.06.2025 KW - Wildfire PY - 2025 SP - 2221 EP - 2225 PB - Interscience CY - London AN - OPUS4-63932 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Tschirschwitz, Rico A1 - Krentel, Daniel A1 - Kluge, Martin A1 - Askar, Enis A1 - Habib, Abdel Karim A1 - Kohlhoff, Harald A1 - Neumann, Patrick P. A1 - Storm, Sven-Uwe A1 - Rudolph, Michael A1 - Schoppa, André A1 - Sczepaniak, Mariusz T1 - Mobile gas cylinders in fire: Consequences in case of failure N2 - Commercial, off-the shelf propane cylinders are subjected to high safety regulations. Furthermore, those cylinders are equipped with safety devices like pressure relief valves (PRV). Despite these regulations and safety measures, a failure of the container is possible if exposed to an intense fire. The result of this is severe hazard for users, rescue forces and infrastructure. Within the framework of a destructive test series, 15 identical propane cylinders, without pressure relief devices, were exposed to an intensive fire in horizontal position until failure. Each cylinder was filled with a mass of m =11 kg of liquid propane. Three different fire sources were used (wood, petrol, propane). The experiments revealed the failure of all cylinders in a time period t < 155 s. The failure lead to a fragmentation into several major parts with throwing distances of up to l =262 m. In all trials, the temperature of the cylinder wall (top, side, bottom), of the liquid phase inside and of the surrounding fire (top, side, bottom) was recorded. In addition, the inner cylinder pressure and the induced overpressure of the blast wave after the failure were recorded. Overpressures of up to p=0.27 bar were recorded close to the cylinder (l =5 m). All tests were documented by video from several positions (general view, close-up, high-speed 5000 fps). This test series creates the basis for further experimental studies in the field of alternative fuels for vehicles. The aim of this test series is to assess and analyse the consequences of the failure of gas vessels (for LPG, CNG, CGH2) in the aftermath of severe incidents. KW - Explosion KW - Gas cylinders KW - Consequences PY - 2017 UR - http://www.sciencedirect.com/science/article/pii/S037971121730098X DO - https://doi.org/10.1016/j.firesaf.2017.05.006 SN - 0379-7112 SN - 1873-7226 VL - 91 SP - 989 EP - 996 PB - Elsevier AN - OPUS4-40550 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja T1 - Einfluss moderner Materialien auf die Rauchentwicklung bei Wohnungsbränden N2 - Bei einzelnen Objekten, die unter Laborbedingungen verbrennen, konnte schon seit längerer Zeit ein großer Unterschied zwischen älteren und neuen Möbeln hinsichtlich der Entflammbarkeit und der Rauchentwicklung sowie der Rauchgaszusammensetzung festgestellt werden. In einer Serie von Großversuchen im Rahmen des vom BMBF geförderten Forschungsvorhabens TIBRO wurde in Zusammenarbeit mit der Feuerwehr Frankfurt in vier Großversuchen die Brand- und Rauchentwicklung in einem Wohnzimmer und einem angrenzenden Zimmer untersucht. Es wurden ältere Möbel und moderne Möbel sowie unterschiedliche Belüftungsbedingungen untersucht. T2 - Jahresfachtagung der vfdb 2016 CY - Stuttgart, Germany DA - 08.05.2016 KW - Rauchgase KW - Wohnungsbrände KW - Moderne Materialien PY - 2016 AN - OPUS4-36060 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Festag, Sebastian A1 - Esser, Jonas A1 - Maiworm, Björn A1 - Hofmann-Böllinghaus, Anja T1 - Herausforderungen des modernen Holzbaus: Erste statistische Erkenntnisse aus realen Gebäudebränden in Holzbauweise N2 - Hinsichtlich des Brandschutzes zeigt der durch die Bundesregierung geförderte Holzbau Herausforderungen gegenüber Massivbauweisen. Diese spiegeln sich in Erfahrungen von Feuerwehren wider, aber nun auch in statistischen Untersuchungen der Brandschadenstatistik der Vereinigung zur Förderung des deutschen Brandschutzes sowie der Arbeitsgemeinschaft der Leiterinnen und Leiter der Berufsfeuerwehren (AGBF) und des Deutschen Feuerwehrverbands (DFV). Im Zeitraum von 2013 bis 2017 wurden in der vfdb-Brandschadenstatistik Daten zu 5016 Alarmierungen bei Gebäudebränden in Deutschland systematisch mit einem einheitlichen Erfassungsbogen erfasst und seit 2016 „bemerkenswerte Brandeinsätze“ durch einen Evaluierungsbogen zu Maßnahmen des vorbeugenden Brand- und Gefahrenschutzes von AGBF/DFV. Grundlage des vorliegenden Beitrags sind die Auswertung und der Vergleich beider statistischer Datensätze hinsichtlich der Brände in Gebäuden in Holzbauweise. Es zeigt sich, dass der Holzbau mit brandschutztechnischen Herausforderungen verbunden ist. KW - Brandschutz KW - Brandstatistik PY - 2025 DO - https://doi.org/10.1002/bate.202400078 SN - 1437-0999 VL - 2025 IS - 102 SP - 1 EP - 8 PB - Wiley AN - OPUS4-63000 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja T1 - Fire safety of facades N2 - Fire safety of façades is a complex topic regarding the different façades systems which differ in build and as well in possible fire safety measures. A great variation of materials is used in façade systems which also have a wide spread variation of reaction-to-fire behaviour. As building regulations are national legislations the implementation of fire safety of façade systems in building regulations differs significantly in different countries. Therefore the testing and classification of façade systems differs as well hugely. Approaches to regulate the material only are as well in use as to concentrate mainly on large scale testing and several approaches in between. It was not possible yet to find a harmonized test for façades in Europe. However, in many countries severe fires with combustible façade systems brought the challenges of fire safety of façades to a greater awareness. An overview over different large scale test and implementation in building regulations shows the differences. Challenges in fire safety of façades regarding the testing, the weathering, aging and damage of the systems and the impact on fire safety are discussed. T2 - Interflam Konferenz 2016 CY - Royal Holloway College, London, UK DA - 4.07.2016 KW - Fire safety KW - Facades KW - Combustible PY - 2016 AN - OPUS4-37012 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja T1 - Fire Safety of Facades N2 - Fire safety of façades is a complex topic regarding the different façades systems which differ in build and as well in possible fire safety measures. A great variation of materials is used in façade systems which also have a wide spread variation of reaction-to-fire behaviour. As building regulations are national legislations the implementation of fire safety of façade systems in building regulations differs significantly in different countries. Therefore the testing and classification of façade systems differs as well hugely. Approaches to regulate the material only are as well in use as to concentrate mainly on large scale testing and several approaches in between. It was not possible yet to find a harmonized test for façades in Europe. However, in many countries severe fires with combustible façade systems brought the challenges of fire safety of façades to a greater awareness. An overview over different large scale test and implementation in building regulations shows the differences. Challenges in fire safety of façades regarding the testing, the weathering, aging and damage of the systems and the impact on fire safety are discussed. T2 - Interflam 2016 CY - London, UK DA - 04.07.2016 KW - Facades KW - Fire safety KW - Combustible PY - 2016 SN - 978-0-9933933-2-7 VL - 2016 SP - 1095 EP - 1102 PB - Interscience Communications CY - Bromley, UK AN - OPUS4-36896 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schröder, Volkmar T1 - Flamox-Gas mixtures – Regelwerk N2 - Im Vortrag wird auf das aktuelle Regelwerk zur Herstellung von Gasgemischen, die sowohl entzündbare, inerte als auch oxidierende Komponenten enthalten können, eingegangen. Es werden Berechnungsmethoden zur Entzündbarkeit vorgestellt. Sicherheits- und Explosionsschutzmaßnahmen werden diskutiert diskutiert. T2 - Workshop der Linde AG CY - Unterschleißheim, Germany DA - 14.04.2016 KW - Gasgemische KW - Klassifizierung KW - Gefahrguttransport KW - Arbeitsschutz PY - 2016 AN - OPUS4-37310 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja T1 - Wärmedämmverbundssysteme (WDVS) - Brandverhalten von WDVS N2 - Vortrag über Brandgefahren mit WDVS (Wäremdämmverbundsystemen) mit Polystyrolschaumdämmung, reale Brände, Brandversuche, Prüfmethoden T2 - Arbeitsgemeinschaft Schadenverhütung, Sitzung CY - Feuersozietät Berlin, Germany DA - 27.4.2016 KW - WDVS KW - Polystyrol KW - Brandverhalten KW - Sicherheit PY - 2016 AN - OPUS4-37009 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hofmann-Böllinghaus, Anja T1 - Fire safety of façades with polystyrene foam insulation N2 - Several fires involving ETIC (external thermal insulation composite) systems with polystyrene foam insulation in Germany led to an extensive discussion about fire safety of such systems. A collection initiated by the Frankfurt fire service of façade fires which include polystyrene insulation foam shows that especially fires which started in front of the buildings led to more severe fires of the façade than fires that started inside the buildings. In several fires the ignition source were burning waste containers. Three large scale tests which were initiated by German building ministries showed weaknesses of the existing systems when challenged by a bigger fire source in front of the façade. Since then measures have been introduced to enhance these systems and an additional test with a 200 kg wood crib in front of a large test rig has been used for approval of ETICS. However, the recently introduced German draft standard DIN E 4102-20 does not take these changes into account although real cases and the large scale tests showed that fire scenarios with a bigger ignition source as a waste container are not covered by the DIN E 4102-20. Numerical investigations show that regarding the heat flux to the area above the opening (e.g. a window) also only a fraction of real fires is covered. Additionally damaged systems have been investigated using the Single Burning Item (SBI) test with higher heat release rates of the burner. The damage significantly influenced the fire development of the specimen. Collapse of a damaged coating of an ETIC system occurred during the test and had a sudden fire growth as a result as the whole specimen was suddenly on fire. Several effects which could be seen in the intermediate scale tests correspond to observations which were made in the real cases. In Germany insulation of existing buildings is often enhanced with application of ETICS. In most cases the buildings are in use at the time when the construction takes place. At several stages of the construction process large amounts of unprotected polystyrene are stored in immediate proximity of the building and unprotected polystyrene can be in place on the façade for several weeks. As a consequence of the investigations challenges and possible measures to enhance fire safety of ETIC systems are discussed. T2 - Interflam Konferenz 2016 CY - Royal Holloway College, London, UK DA - 4.7.2016 KW - ETICS KW - Polystyrene KW - Insulation KW - Fire safety PY - 2016 AN - OPUS4-37011 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Tschirschwitz, Rico T1 - Versagen von Gasbehältern für alternative Treibstoffe unter Berücksichtigung komplexer Brand- und Explosionsszenarien N2 - Die Zahl der zugelassenen Fahrzeuge auf deutschen Straßen, welche statt herkömmlichen Otto- und Dieselkraftstoffen alternative Treibstoffkonzepte (z.B. LPG, CNG, H2) für den Antrieb nutzen, ist in den vergangenen Jahren kontinuierlich gestiegen. Der dabei zunehmende Mix an Behältertypen und die große Anzahl an alternativen Treibstoffen macht in Unfallsituationen die Berücksichtigung zusätzlicher Risiken notwendig. Zum Beispiel kann es bei einem Unfall zum Austritt von gasförmigen Treibstoffen sowie infolge eines Brandes auch zu einem Behälterversagen kommen. Das Schadensausmaß in einem solchen Fall übersteigt dabei deutlich das zu erwartende Ausmaß infolge eines PKW-Brandes mit herkömmlichen Kraftstoffen. T2 - 14. Kolloquium zur chemischen und physikalischen Sicherheitstechnik (BAM-PTB-Kolloquium) CY - Berlin, Germany DA - 14.06.2016 KW - Explosion KW - alternative Treibstoffe KW - Behälterversagen KW - Composite PY - 2016 AN - OPUS4-37173 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Geoerg, Paul T1 - Evacuation dynamics under consideration of vulnerable pedestrian groups N2 - The understanding of human behavior during evacuation processes is an important matter to improve the safety of infrastructures. In many countries, the implementation of performance based codes enables fire safety engineers to use computer based calculation tools to predict and evaluate pedestrian movement and human behavior in buildings. The models are based on experimentally obtained parameters and theoretical models. Pedestrian behavior can be influenced by the characteristics of the buildings (e.g. type of the building) as well as the characteristics of individuals and the pedestrian group. This paper shows that the approach of Required Safe Egress Time (RSET) / Available Safe Egress Time (ASET) is imprecise with regard on heterogeneous pedestrian groups, because this concept completely neglected the variability’s in individual pre-movement and movement abilities. T2 - Interflam CY - Royal Holloway College, London, UK DA - 04.07.2016 KW - Evacuation KW - Vulnerable groups KW - Simulation KW - Egress PY - 2016 AN - OPUS4-36822 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Abdelkhalik, A. A1 - Askar, Enis A1 - Markus, D. A1 - Brandes, E. A1 - El-Sayed, I. A1 - Hassan, M. A1 - Nour, M. A1 - Stolz, T. T1 - Explosion regions of propane, isopropanol, acetone, and methyl acetate/inert gas/air mixtures N2 - The explosion regions for propane, isopropanol, acetone, and methyl acetate with air in the presence of nitrogen, argon, helium, and carbon dioxide were determined experimentally according to EN 14756/EN1839, method T. Except for propane, all the measurements were executed at 323 K and 1 bar. Propane experiments were carried out at 293 K and 1 bar. The results show that for the same type of inert gas, propane, isopropanol, and acetone have great closeness concerning the concentration of the inert gas at the apex of the explosion envelope in a ternary diagram with air as oxidizer. This leads to consistency in the limiting oxygen concentration (LOC) and minimum required amount of inert gas (MAI) values. Concerning methyl acetate, the apex was always reached at higher percentages of inert gases compared with the other fuels. This can be attributed to the presence of two oxygen atoms inside the chemical structure. Calculation of the explosion regions was carried out based on calculated adiabatic flame temperature (CAFT) method. The flame temperatures for the experimentally determined fuel/air/N2 mixtures were calculated. Then, these temperatures were used to predict the explosion limits of similar mixtures with other inert gases than nitrogen. The modeling results show reasonable agreement with the experimental results. KW - Flammability limits KW - Model of constant adiabatic flame temperatures (CAFT) KW - Inertisation KW - Explosion protection PY - 2016 DO - https://doi.org/10.1016/j.jlp.2016.04.001 SN - 0950-4230 VL - 2016/43 SP - 669 EP - 675 PB - Elsevier Ltd. CY - Oxford, UK AN - OPUS4-37996 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baeßler, Matthias A1 - Simon, Patrick ED - Cunha, Álvaro ED - Caetano, Elsa T1 - Review of Ballasted Track Destabilization on Shake Table Tests N2 - Shake table tests have been used for a long time to understand the densification and fluidization of granular materials. While purely vertical shaking is quite unlikely to be found in vibration analysis when it comes to granular materials as soils, it has been found that the vertical vibration of railway bridge support structures can affect the fabric of the ballasted track on top. Starting from the experience at French railway lines with destabilizing track conditions on short bridges in high speed lines in the 1990s, various shake table test configurations have been used to investigate the destabiliza-tion of ballast at high acceleration levels. This article describes the effects of the variously investigated dynamic excitations of railway bridges on the bal-lasted track itself. T2 - 11th International Conference on Experimental Vibration Analysis for Civil Engineering Structures (EVACES 2025) CY - Porto, Portugal DA - 02.07.2025 KW - Infrastructure KW - Ballasted track KW - Ballast KW - Railway bridge dynamics PY - 2025 SN - 978-3-031-96105-2 DO - https://doi.org/10.1007/978-3-031-96106-9_62 SP - 595 EP - 604 PB - Springer CY - Cham AN - OPUS4-64265 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz T1 - Characteristic Frequencies of Train-Induced Bridge, Track, Ground and Building Vibrations – Excitation and Mitigation N2 - The characteristic frequencies of train-induced vibrations are discussed in theory and experiment following the propagation of vibrations from the source to the receiver: 1. Out-of-roundness frequencies of the wheels, 2. sleeper-passage frequency, 3. the vehicle-track eigenfrequency, 4. band frequency of the impulses of the passing static axle loads, 5. car-length frequency and multiples, 6. axle-distance frequencies with two characteristic zeros, 7. bridge eigenfrequencies, 8. the cut-on frequency due to the layering, and 9. the cut-off frequency due to the material damping of the soil, 10. the building-soil eigenfrequency, 11. as a rigid building or flexible wall/column mode, 12. floor eigenfrequencies, 13. acoustic room resonances, 14. the „resonance“ frequency or cut-off frequency of a base isolation. Coincidences of some of these characteristic frequencies or frequency ranges can be typically problematic and mitigation measures at the track or at the building can be necessary. The bridge response to the passing static loads is deter¬mined by the axle-sequence spectrum, the eigenfrequency (transfer function) of the bridge, and the modal force or mode shape spectrum. The ground vibration has typically high frequencies for a stiff soil and low frequencies for a soft soil. The high amplitudes between the zeros of the axle-sequence spectrum are often measured in the ground vibrations, and they can be mitigated by soft support elements or a higher bending stiffness of the track. T2 - EVACES 2025 CY - Porto, Portugal DA - 02.07.2025 KW - Train-induced vibration KW - Vehicle excitation KW - Track response KW - Bridge resonance KW - Ground vibration KW - Soil-building transfer KW - Floor resonance KW - Axle-sequence spectrum KW - Vehicle-track eigenfrequency KW - Axle impulses PY - 2025 SN - 978-3-031-96113-7 DO - https://doi.org/10.1007/978-3-031-96106-9_77 VL - 2025 SP - 1 EP - 8 PB - Springer CY - Cham, Schweiz AN - OPUS4-63655 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Simon, Patrick A1 - Baeßler, Matthias ED - Cunha, Álvaro ED - Caetano, Elsa T1 - On the reassessment of bridge superstructure vibrations for high-speed traffic N2 - The acceleration thresholds of bridge superstructures remain critical for designing and reassessing railway bridges on high-speed lines, with ballasted track systems historically limited to 3.5 m/s2 vertical accelerations due to destabilization risks. As part of the European InBridge4EU project, this study addresses methodological uncertainties in linking vertical bridge vibrations to lateral track creep—a key focus area for modernizing assessment protocols. A comparative analysis of two acceleration postprocessing methods (peak identification vs. fatigue-derived rainflow counting) as part of a recently proposed framework was conducted using an example bridge and train combination. Results demonstrate that rainflow counting yields more conservative creep estimates with the bulk of cumulative vibration-induced creep attributable to accelerations exceeding 3 m/s2. However, discretizing acceleration ranges into 1 m/s2 bins introduced significant errors compared to continuous cycle data, highlighting sensitivity to analysis parameters. These findings underscore the complexity of reconciling laboratory-derived harmonic vibration models with real-world bridge dynamics, where non-uniform acceleration patterns dominate. The research directly informs ongoing efforts to refine standardized criteria for ballasted track stability, particularly through the InBridge4EU project’s systematic re-evaluation of vibration limits and their engineering implications. By quantifying discrepancies between computational approaches, this work advances the development of robust protocols for predicting track degradation under high-speed operational loads. T2 - 11th International Conference on Experimental Vibration Analysis for Civil Enginering Structures (EVACES 2025) CY - Porto, Portugal DA - 02.07.2025 KW - Infrastructure KW - Railway bridges KW - Ballast destabilization KW - Acceleration limit KW - Ballasted track KW - Rainflow counting PY - 2025 SN - 978-3-031-96105-2 DO - https://doi.org/10.1007/978-3-031-96106-9_53 VL - 675 SP - 506 EP - 515 PB - Springer CY - Cham AN - OPUS4-64267 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Liao, Chun-Man A1 - Bernauer, F. A1 - Niederleithinger, Ernst A1 - Igel, H. A1 - Hadziioannou, C. T1 - Assessment of prestress loss in a large-scale concrete bridge model under outdoor condition N2 - Environmental conditions affect the accuracy of field measurements used to monitor civil structures. Previous studies have shown that measured dynamic responses often lack the sensitivity needed for effective localized damage detection. To address this issue, our study focuses on distinguishing environmental effects from damage related effects in measured data to enhance vibration-based damage identification methods. Experimentally, the problem of prestress loss in a prestressed concrete bridge model was examined. By adjusting the pre-stressing force in a large-scale concrete bridge model, cracking phenomena were observed. To demonstrate field monitoring of a large-scale prestressed structure, noise recording was performed and the measurement data was analyzed with operational modal analysis. Additionally, ultrasonic testing, known for its high sensitivity in damage localization, was used to cross-check the structural damage. Seismic and coda wave interferometry were also employed to estimate wave velocities, providing insights into the level of prestress loss and temperature sensitivity. Ultimately, these measurable wave properties help to overcome the uncertainties associated with traditional vibration-based damage detection methods. T2 - EVACES 2025 CY - Porto, Portugal DA - 02.07.2025 KW - Prestress Loss KW - NDT KW - Ambient Vibration KW - Ultrasonic Testing KW - Coda Wave Interferometry KW - Seismic Interferometry PY - 2025 SN - 978-3-031-96105-2 DO - https://doi.org/10.1007/978-3-031-96106-9_20 VL - 675 SP - 181 EP - 189 PB - Springer Nature CY - Cham AN - OPUS4-64212 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baier, Johanna T1 - Down to Earth - Stampflehm N2 - Der Vortrag „Stampflehm“ gibt einen kurzen Überblick zur stofflichen Zusammensetzung von Stampflehm sowie zu verschiedenen Fertigungstechniken im Stampflehmbau. Es werden wichtige konstruktive Details erläutert und Hinweise bezüglich der Ausführung von Stampflehmwänden gegeben. Darüber hinaus wird das aktuell gültige Bemessungskonzept vorgestellt und dessen Schwachstellen aufgezeigt. Im Anschluss erfolgt eine Gegenüberstellung von Stampflehm mit verschiedenen Massivbauweisen hinsichtlich Tragfähigkeit, Schall- und Brandschutz sowie der Ökobilanz. Abschließend wird von aktuell laufenden Forschungsvorhaben im Bereich des Stampflehmbaus berichtet. T2 - Down to Earth - digitale Ringvorlesung CY - Online meeting DA - 10.12.2025 KW - Stampflehm PY - 2025 AN - OPUS4-65093 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schröpfer, Dirk T1 - Comparative residual stress analysis on a DED-Arc manufactured high-strength steel component using the contour method and XRD N2 - Lightweight construction is a vital approach for reducing CO₂ emissions. It contributes to the development of more energy-efficient structures and supports the overall goal of achieving carbon neutrality in the transition to sustainable manufacturing. Thus, a topology-optimized design often leads to complex geometries. Additive manufacturing (AM) processes such as direct energy deposition with arc (DED-Arc) offers a great design freedom due to the build-up of components in layers. Furthermore, they enable efficient production due to the high deposition rate, process reliability and good automation capability. Further efficiency can be achieved through weight optimization, enabled by high-strength steels. However, a major challenge is the process induced residual stresses (RS) in the component. High tensile residual stresses are detrimental as they increase the risk of cold cracking. Knowledge of residual stress distribution is crucial for predicting service life of the component and structural integrity assessment, especially for safety critical applications. Therefore, this study focuses on the use of Contour method (CM) to analyse the full field longitudinal residual stresses in an open hollow cuboid component (dimensions: 120 x 50 x 30 mm3) manufactured by DED-Arc (yield strength > 730 MPa). In the contour method, the component is cut along a desired plane of interest and the contour of deformed cut surface is measured. A finite element model is used to reconstruct the residual stresses field in the 2-dimensional plane of cut. In this paper a modified cutting strategy was employed, post cutting the deformed cut surfaces were measured utilizing two surface measurement techniques i.e., coordinate measuring machine (CMM) and a 3D Scanner. The accuracy of the contour method was validated against surface stresses measured using X-ray diffraction. Additionally, a comparison of neutron diffraction experiments was conducted. The residual stresses were further correlated with hardness measurements. The results from surface measurement techniques showed good agreement regarding the measured displacement contours and the contour method results revealed peak stresses in the DED-Arc walls, bending deformation in substrate induces tensile stresses at the bottom of the substrate plate and compressive stresses in the middle top region. The residual stresses obtained from diffraction and contour method showed a good agreement and correlated qualitatively with the hardness measurements. T2 - 78th IIW Annual Assembly and International Conference on Welding and Joining CY - Genoa, Italy DA - 22.06.2025 KW - Residual stress KW - Contour method KW - DED-Arc/M KW - High-strength steel KW - Filler metals KW - XRD KW - Neutron diffraction PY - 2025 AN - OPUS4-65215 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Winkler, Juliette A1 - Beck, M. A1 - Gluth, Gregor ED - Schneider, F. ED - Hehl, K. ED - Heyde, S. T1 - Kurz- und mittelfristige Verbundfestigkeit von alkaliaktivierten Mörteln auf Beton N2 - Ein zentrales Fundament moderner Gesellschaften ist eine intakte Abwasserinfrastruktur. Schäden infolge biogener Schwefelsäurekorrosion von konventionellen Betonen haben jedoch zu einem erheblichen Sanierungsbedarf geführt. Alkaliaktivierte Mörtel besitzen aufgrund eines hohen Säurewiderstands das Potential, einen Beitrag zur langfristigen Lösung dieses Problems zu leisten. Dazu müssen jedoch zunächst die Faktoren, die den Haftverbund zwischen diesen Mörteln und dem Betonsubstrat bestimmen, besser verstanden werden, um die Eigenschaften der Beschichtungssysteme gezielt anpassen und verbessern zu können. Die vorliegende Arbeit liefert hierzu einen Beitrag und zeigt dadurch Wege zu einer technisch machbaren und nachhaltigen Sanierung von Abwasserbauwerken auf. KW - Alkalisch aktivierte Bindemittel KW - Abwassersysteme KW - Reparatursysteme KW - Verbund KW - Dauerhaftigkeit PY - 2022 SN - 978-3-8440-8818-2 SP - 89 EP - 100 CY - Berlin AN - OPUS4-57701 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schmidt, Anita T1 - Gefahrgutverpackungen - Gesetzliche Rahmenbedingungen und BAM Gefahrgutregeln N2 - Gefahrgut darf nur in speziell dafür zugelassenen Umschließungen (Verpackungen, IBC, Großverpackungen etc.) transportiert werden. Die BAM ist in Deutschland die zuständige Behörde für die Erteilung von Zulassungen, für die (Baumuster-)Prüfung von Gefahrgutverpackungen sowie die Anerkennung der Qualitätssicherungsprogramme, nach denen die Gefahrgutverpackungen zu fertigen sind. Hierfür erlässt die BAM sogenannte BAM-GGRs (Gefahrgutregeln). T2 - IK-Seminar Qualitätssicherung bei der Herstellung von Gefahrgutverpackungen aus Kunststoff CY - Bad Homburg, Germany DA - 15.10.2018 KW - Gefahrguttransport KW - Gefahrgutverpackungen KW - Regelsetzung KW - Transportrecht KW - Zuständige Behörde PY - 2018 AN - OPUS4-47123 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schmidt, Anita T1 - Stapeldruck- und Stauchwiderstandsprüfung bei Kunststoffverpackungen N2 - Im Regelwerk für Gefahrgutverpackungen ist die statische Stapeldruckprüfung vorgesehen, in der Praxis wird der dynamische Stauchwiderstand angewendet. Wie kann man beides zueinander bringen ? - Ergebnisse einer Arbeitsgruppe und eine geplante BAM-Allgemeinverfügung. T2 - ERFA Verpackungen 2016 CY - Berlin, Germany DA - 20.09.2016 KW - Gefahrgutverpackungen KW - Prüfung KW - Stapeldruckprüfung PY - 2016 AN - OPUS4-38172 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -