TY - CONF A1 - Helmerich, Rosemarie A1 - Moldenhauer, Laura A1 - Voigt, Gerrit A1 - Köppe, E. T1 - Considerations for identification of moisture in building materials using Bluetooth (R) N2 - The vulnerability of low-quality concrete of some bridges to ageing and deterioration while they are exposed to environmental conditions during their service life, influence of growing population and climate changes, is a well-known effect and requires survey. For survey, the development of a low cost, cost-efficient sensor network to be embedded for continuous or attached to the surface for periodic monitoring is essential. Changing ground water conditions, flood or even leakage in fresh or disposal of waste water can lead to in-creased moisture content in building materials and structural elements as walls or floors. Moisture allows the transport of other adverse chemicals that might reduce the durability of structures. The paper presents a feasibility study about the capability of microwave modules as bluetooth® or ZigBee with frequency range at 2,4 GHz to create advanced Wireless Sensor Networks (WSN) for estimation and visualization of moisture distribution in infrastructure assets. It was found that the value of the received signal strength indication (RSSI) depends on the moisture content and can be the basis for the moisture distribution inside a massive structure. The microwave modules may be used to compose networks outside and inside of building materials or structural elements. The higher the number of connections between BLE modules, the more precise and the more distant information can be obtained from the network. Mesh networking was applied to increase the quantitative information. T2 - 9th International Conference on Bridge Maintenance, Safety and Management (IABMAS) CY - Melbourne, Australia DA - 09.07.2018 KW - Structural Health Monitoring KW - Moisture KW - Bluetooth PY - 2018 SN - 978-1-315-18939-0 SN - 978-1-138-73045-8 SP - 2752 EP - 2759 AN - OPUS4-50340 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kruschwitz, Sabine A1 - Feldmann, R. ED - Schuhmann, R. T1 - Zerstörungsfreie Feuchtemessung an Estrichen - ein multi-sensorischer Ansatz mit Methodenvergleich N2 - Feuchte und Salz können die Mikrostruktur poröser Baustoffe maßgeblich verändern, oft sind sie die Ursache von sowohl chemischen als auch mechanischen Schädigungen und Korrosion. Im speziellen Fall von Fußbodenestrichen ist gerade die Frage nach der Belegreife für Fußbodenleger von immer wiederkehrender Bedeutung. Dieser Beitrag beschäftigt sich mit den Vor- und Nachteilen verschiedener zerstörungsfreier, feuchtesensitiver Messmethoden und vergleicht die Ergebnisse mit denen der baustellenüblichen zerstörenden Tests. Kapazitive Methoden und Bodenradar scheinen am erfolgversprechensten im Bezug auf flächige Feuchtemessungen, aber auch sie eignen sich derzeit noch nicht als eigenständige, sofort ersetzbare Absolutmessgeräte, sondern eher als schnelle Relativverfahren fürs Monitoring. T2 - 8. CMM-Tagung 2015 - Innovative Feuchtemessung in Forschung und Praxis - Material - Prozesse - Systeme CY - Karlsruhe, Germany DA - 07.10.2015 KW - Estrich KW - Feuchtemessung KW - Radar KW - Hydratation KW - Baustoffe KW - Feuchte KW - Zerstörungsfreie Prüfung KW - Kapazitive Methoden PY - 2015 N1 - Serientitel: Innovative Feuchtemessung in Forschung und Praxis – Series title: Innovative Feuchtemessung in Forschung und Praxis VL - 8 SP - 79 EP - 91 AN - OPUS4-34763 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hübner, P. A1 - Zerbst, Uwe ED - Hütter, G. ED - Zybell, L. T1 - Fracture mechanics assessment of welded components at static loading N2 - Special aspects of welded components such as geometrical imperfections, inhomogeneity, strength mismatch and welding residual stresses have to be taken into account in a fracture mechanics analysis since they affect the crack driving force in the component as weil as the fracture resistance of the material. The treatment of components subjected to static loading is based on methods such as the European SINT AP procedure, which has been validated in a nurober of case studies. In the present paper the influence of strength mismatch and residual stresses on the fracture resistance and the assessment of a component are discussed. T2 - International symposium 'Recent trends in fracture and damage mechanics' CY - Freiberg/Sachsen, Germany DA - 24.09.2015 KW - Fracture mechanics KW - Weldments PY - 2015 SN - 978-3-319-21466-5 SP - Part II, 61 EP - 86 PB - Springer AN - OPUS4-34758 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Baier, Jennifa A1 - Beck, Uwe A1 - Hidde, Gundula A1 - Hielscher, Stefan A1 - Lange, Thorid A1 - Mix, Renate T1 - Plasmagestützte Oberflächenfunktionalisierung von Polypropylen (PP) N2 - Polypropylen (PP) ist als Niedrigenergie-Polymer ohne nass- und plasmachemische Vorbehandlung weder haftfest zu beschichten noch verbundfest zu kleben. Typische Haft- bzw. Klebfestigkeiten liegen für die unbehandelte Polymeroberfläche bei maximal 0,5 MPa. Hinzu kommt, dass bei der Bestimmung von Haft- und Klebfestigkeiten der unmodifizierten Oberfläche mit großen Streuungen zu rechnen ist, die bezogen auf die Spannweite durchaus einem Faktor 5 entsprechen können. Generell besteht bei Prüfung der Haftfestigkeit mittels Stirnabzugsversuch und bei der Prüfung der Klebfestigkeit die Notwendigkeit eines statistisch validierten Herangehens. Hierzu sind zeitaufwändige Ein-Proben-Klebungen und -Prüfungen nur eingeschränkt geeignet. Zudem ist, insbesondere für geringe Haft- bzw. Klebfestigkeiten, ein querkraftfreies Prüfen Grundvoraussetzung. Im vorliegenden Beitrag werden verschiedenartige plasmagestützte Oberflächenfunktionalisierungen von PP sowie das Mehr-Proben-Konzept zur Klebung/Prüfung von bis zu acht Proben vorgestellt. Dazu werden ein BAM-Funktionsmuster einer Mehr-Proben-Kleb-Vorrichtung und eine kommerzielle analytische Zentrifuge zum Prüfen verwendet. T2 - 24. Workshop des Anwenderkreises Atmosphärendruckplasma "Haftung durch Oberflächenfunktionalisierung" CY - Erfurt, Germany DA - 11.11.2015 KW - Plasmamodifizierung KW - Polypropylen KW - Haftfestigkeit KW - Klebfestigkeit KW - Mehr-Proben-Kleben/-Prüfen PY - 2015 SP - 1 EP - 6 PB - Anwenderkreis Atmosphärendruckplasma CY - Jena AN - OPUS4-34838 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Patrick P. A1 - Bartholmai, Matthias A1 - Lazik, D. T1 - Near real-time reconstruction of 2D soil gas distribution from a regular network of linear gas sensors N2 - A monitoring method is introduced that creates, in near real-time, two-dimensional (2D) maps of the soil gas distribution. The method combines linear gas sensing technology for in-situ monitoring of gases in soil with the mapping capabilities of Computed Tomography (CT) to reconstruct spatial and temporal resolved gas distribution maps. A weighted iterative algebraic reconstruction method based on Maximum Likelihood with Expectation Maximization (MLEM) in combination with a source-by-source reconstruction approach is introduced that works with a sparse setup of orthogonally-aligned linear gas sensors. The reconstruction method successfully reduces artifact production, especially when multiple gas sources are present, allowing the discrimination between true and non-existing so-called ghost source locations. A first experimental test indicates the high potential of the proposed method for, e.g., rapid gas leak localization. T2 - IEEE Sensors 2015 CY - Busan, South Korea DA - 01.11.2015 KW - Distributed linear sensor KW - Membrane-based gas sensing KW - Subsurface monitoring KW - Gas storage areas KW - Computed tomography PY - 2015 SN - 978-1-4799-8202-8 SN - 1930-0395 SP - 1550 EP - 1553 PB - IEEE AN - OPUS4-34849 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Thiel, Erik A1 - Kreutzbruck, M. A1 - Ziegler, Mathias T1 - Spatial and temporal control of thermal waves by using DMDs for interference based crack detection N2 - Active Thermography is a well-established non-destructive testing method and used to detect cracks, voids or material inhomogeneities. It is based on applying thermal energy to a samples’ surface whereas inner defects alter the nonstationary heat flow. Conventional excitation of a sample is hereby done spatially, either planar (e.g. using a lamp) or local (e.g. using a focused laser) and temporally, either pulsed or periodical. In this work we combine a high power laser with a Digital Micromirror Device (DMD) allowing us to merge all degrees of freedom to a spatially and temporally controlled heat source. This enables us to exploit the possibilities of coherent thermal wave shaping. Exciting periodically while controlling at the same time phase and amplitude of the illumination source induces – via Absorption at the sample’s surface - a defined thermal wave propagation through a sample. That means thermal waves can be controlled almost like acoustical or optical waves. However, in contrast to optical or acoustical waves, thermal waves are highly damped due to the diffusive character of the thermal heat flow and therefore limited in penetration depth in relation to the achievable resolution. Nevertheless, the coherence length of thermal waves can be chosen in the mmrange for modulation frequencies below 10 Hz which is perfectly met by DMD technology. This approach gives us the opportunity to transfer known technologies from wave shaping techniques to thermography methods. We will present experiments on spatial and temporal wave shaping, demonstrating interference based crack detection. T2 - Photonics West 2016, OPTO, 9761 CY - San Francisco, CA, USA DA - 15.02.2016 KW - Active thermography KW - Thermal wave KW - Spatial light modulation KW - Crack detection KW - DMD KW - DMD coupled laser PY - 2016 DO - https://doi.org/10.1117/12.2210918 SN - 0277-786X VL - 9761 SP - 97610N-1 EP - 97610N-13 AN - OPUS4-35587 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Thöns, S. A1 - Schneider, Ronald A1 - Faber, M.H. ED - Haukaas, T. T1 - Quantification of the value of structural health monitoring information for fatigue deteriorating structural systems N2 - This paper addresses the quantification of the value of structural health monitoring (SHM) before its implementation for structural systems on the basis of its Value of Information (VoI). The value of SHM is calculated utilizing the Bayesian pre-posterior decision analysis modelling the structural life cycle performance, the integrity management and the structural risks. The relevance and precision of SHM information for the reduction of the structural system risks and the expected cost of the structural integrity management throughout the life cycle constitutes the value of SHM and is quantified with this framework. The approach is focused on fatigue deteriorating structural steel systems for which a continuous resistance deterioration formulation is introduced. In a case study, the value of SHM for load monitoring is calculated for a Daniels system subjected to fatigue deterioration. The influence of and the value of SHM in regard to the structural system risks and the integrity management is explicated and explained. The results are pointing to the importance of the consideration of the structural system risks for the quantification of the value of SHM. T2 - ICASP 12 - 12th International conference on applications of statistics and probability in civil engineering CY - Vancouver, Canada DA - 12.07.2015 PY - 2015 DO - https://doi.org/10.14288/1.0076284 SP - Paper 605, 1 EP - 8 AN - OPUS4-34332 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Dutto, Paola A1 - Stickle, M.M. A1 - Manzanal, D. A1 - Hernán, A.Y. A1 - Pastor, M. ED - Onate, E. ED - Owen, D.R.J. ED - Peric, D. ED - Chiumenti, M. T1 - Modelling of propagation with SPH of 1966 Aberfan flowslide: special attention to the role of rheology and pore water pressure N2 - Landslides can cause major economic damage and a large number of casualities as it is possible to see from past events occurred all over the world. Being able to predict these kind of hazards would then suppose the achievement of great benefits. Here a model that combines a depth integrated description of the soil-pore fluid mixture together with a set of 1D models dealing with pore pressure evolution within the soil mass is presented. The mathematical model is based on the Biot-Zienkiewicz equations, from where a depth averaged model is derived. Concerning the material behaviour, the approach used is the one suggested by the Perzyna viscoplasticity, which has been extensively used in the past to model solid behaviour prior to failure. In this framework, a simple shear rheological model is derived, providing the basal friction needed in depth integrated models. The Smoothed Particle Hydrodynamics (SPH) has been the numerical technique chosen to spatially discretised the depth integrated equations of the mathematical model. The purpose of this work is to apply the SPH depth integrated numerical model, together with the sub-model that predicts the evolution of the pore water pressure inside the landslide, to simulate the propagation phase of the Aberfan flowslide occurred in 1966. T2 - COMPLAS XIII - 13th International conference on computational plasticity - Fundamentals and applications CY - Barcelona, Spain DA - 01.09.2015 KW - Numerical modelling KW - Smoothed particle hydrodynamics KW - SPH KW - Fluidised geomaterials KW - Aberfan flowslide PY - 2015 UR - http://congress.cimne.com/complas2015/frontal/doc/EbookComplas2015.pdf SN - 978-84-944244-6-5 SP - 151 EP - 161 AN - OPUS4-34290 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Babutzka, Martin A1 - Lehmann, Jens A1 - Burkert, Andreas T1 - The KorroPad - A novel test method for assessing the pitting corrosion susceptibility of stainless steel surfaces N2 - Pitting corrosion is one of the most common mechanisms of local passivity breakdown on stainless steels. Electrochemical methods have preferentially been applied for the evaluation of pitting corrosion resistance of stainless steels in laboratory. Nevertheless, some of them are not reliable enough and in general the application of electrochemical methods in the field becomes difficult because of a required deep understanding of corrosion phenomena and measurement technology. A new approach for the evaluation of the pitting corrosion susceptibility of stainless Steel surfaces in the laboratory as well as in the field is frequently demanded by representatives of the metalworking industry. Therefore, the KorroPad-test was invented and patented as part of a research project at the BAM Federal Institute for Materials Research and Testing in Germany. T2 - EUROCORR 2015 - European corrosion congress CY - Graz, Austria DA - 06.09.2015 KW - KorroPad KW - Pitting corrosion KW - Stainless steel PY - 2015 SP - Paper 5_730, 1 AN - OPUS4-34297 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Qiao, Linan A1 - Zencker, Uwe A1 - Völzke, Holger ED - Brandt, A. M. ED - Olek, J. ED - Glinicki, M. A. ED - Leung, C.K.Y. ED - Lis, J. T1 - Crushable foam model with pressure and stress-triaxiality dependent damage mechanisms for damping concrete N2 - Damping concrete with high energy absorption capability consists of a cement matrix with embedded small polystyrene balls and is investigated experimentally and numerically under high static compression with and without clamping. A material model is derived which describes the fundamental effects of damping concrete like non-linear elastic-plastic behaviour, volume change, volume strain dependent hardening as well as shear failure with an adequate description of damage initiation and evolution. The suggested material model is validated by simulation of penetration tests. T2 - BMC-11, International Symposium on Brittle Matrix Composites CY - Warsaw, Poland DA - 28.09.2015 KW - Damping concrete KW - Impact load KW - Crushable foam material model KW - Damage PY - 2015 SN - 978-83-89687-96-8 SP - 269 EP - 277 PB - Inst Fundamental Technological Research, Polish Acad Sciences CY - Warschau AN - OPUS4-34613 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -