TY - CONF A1 - Hering, Marcus A1 - Fiedler, Georg A1 - Schubert, T. A1 - Hille, Falk A1 - Hüsken, Götz A1 - Beckmann, B. A1 - Grunwald, Marcel A1 - Redmer, Bernhard A1 - Rogge, Andreas T1 - Investigation of multiple impact-damaged reinforced concrete structures as a reference for liquid penetration behavior and tomographic studies N2 - The structural integrity of outer reinforced concrete (RC) containments of nuclear power plants provides an essential shield against external hazards. If this containment is damaged by an impact event, such as an aircraft crash, the question arises to which degree the reinforced concrete containment still has its protective capability. This concerns both purely structural protection and protection against liquids penetrating the interior of the containment. Due to the dimensions of the containment structures, it is difficult to perform real scale impact experiments, so in the past decades plate geometries at medium scale have been used for investigations. Detailed investigations on the structural behaviour of RC members or RC plates subjected to impact loading have already been presented in Just et al., Hering, Hering et al., Bracklow et al., Hille et al. and Nerger et al. The following investigations deal with the single and multiple impact event (first hard impact and/or subsequent soft impact) on a RC specimen, which provides the basis for further investigations. A description of the test setup and the test procedure as well as a presentation of the test results from the impact tests are provided. Furthermore, the experimental program is presented, which the damaged RC specimens are to undergo to deal with the question of how much the impact-damaged RC structure has become permeable to liquid media, such as water and kerosene, depending on the intensity of the impact. The aim of these following investigations is to develop a test setup that can be applied to investigate the liquid penetration behaviour (LPB) of small, medium, and large-scale RC members. In addition to the liquid penetration experiments, the damaged specimens are to be examined by planar tomography to obtain the damage inside the specimen. The combination of damaging event, fluid penetration behaviour and tomography should enable a comprehensive understanding of the damage to the RC specimen. T2 - Conference: 27th International Conference on Structural Mechanics in Reactor Technology (SMiRT) CY - Yokohama, Japan DA - 04.03.2024 KW - Drop tower KW - Hard impact KW - Soft impact KW - Multiple impact PY - 2024 SP - 1 EP - 10 PB - IASMiRT CY - Yokohama, Japan AN - OPUS4-59723 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seifert, Lando A1 - Müller, Thoralf A1 - Ebell, Gino ED - Pillai, Radhakrishna G. T1 - Development of a new test method for assessing the susceptibility of prestressing steels to hydrogen-induced stress corrosion cracking N2 - For prestressing steel’s factory production control, approvals, and continuous surveillance in Germany, a susceptibility test against hydrogen-induced stress corrosion cracking is performed. The measured time to fracture results (in hours) must be reproducible and reliable in the test. ISO 15630-3 gives currently unpersuasive and diverging results using a free corrosion approach for hydrogen charging. A newly developed test method uses cathodic polarization for defined hydrogen charging instead of an uncontrolled and variable electron supply by metal dissolution during free corrosion. With this new test method, a reliable differentiation is possible between highly susceptible-known “old-type” quenched and tempered prestressing steel, i.e., Neptun, Hennigsdorfer, Sigma, and currently approved cold-drawn wires St 1470/1670 (CDS-1670) and St 1570/1770 (CDS-1770). The reproducibility of the new test method was evaluated in a round-robin test with eight attended testing institutes on a St 1470/1670 (CDS-1670) batch. T2 - Conference CONSEC24 CY - Chennai, India DA - 25.09.2024 KW - Hydrogen charging KW - ISO 15630-3 KW - Prestressing steels KW - Round-robin KW - Stress corrosion cracking PY - 2024 UR - https://consec24.com/# SP - 1 EP - 8 PB - Indian Institute of Technology (IIT) Madras, Centre of Excellence on Technologies for Low Carbon & Lean Construction CY - Chennai, India AN - OPUS4-61163 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Karapanagiotis, Christos A1 - Schukar, Marcus A1 - Breithaupt, Mathias A1 - Krebber, Katerina T1 - Monitoring of composite pressure vessels using surface applied distributed fiber optic sensors N2 - In this paper, we report on surface-applied distributed fibre optic sensors for monitoring composite pressure vessels designed for hydrogen storage. Previous reports have revealed that integrating optical fibres within vessel composite structures effectively enables the monitoring of structural behavior throughout their lifetime. However, integrating optical fibres during the manufacturing process is complex and time-consuming. Therefore, we aim to simplify this process by attaching the optical fibres to the vessel’s surface. This method is significantly more timeefficient than the integration process and can be applied to any vessel. Our results demonstrate that surface-applied fibre optic sensors can detect and precisely localise damage. Additionally, signs of damage can be recognised even before the damage occurs. Predictive maintenance using fibre optic sensors could reduce premature maintenance costs and periodic inspections while increasing safety and extending the vessel’s useful service life. The role of machine learning in predictive maintenance is also discussed. T2 - 20th Sensors & their Applications Conference CY - Limerick, Ireland DA - 11.08.2024 KW - Hydrogen KW - Fiber optic sensors KW - Composites KW - Machine learning KW - Structural health monitoring PY - 2024 SP - 1 EP - 4 AN - OPUS4-60911 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino A1 - Müller, Thoralf A1 - Burkert, Andreas ED - G. Pillai, R. T1 - Stress Corrosion Cracking in Prestressed Concrete Bridge – A Case Study N2 - Bridge structures built using the prestressing block method can exhibit hydrogen-induced stress cracks across the entire cross-section of a prestressing channel due to their design. Crack growth can progress over the service life as a result of dynamic loading and lead to prestressing wire fractures. T2 - Consec 2024 CY - Chennai, India DA - 25.09.2024 KW - Corrosion KW - Spannungsrisskorrosion KW - Stress corrosion cracking KW - Hydrogen KW - Spannstahl PY - 2024 SP - 72 EP - 78 CY - Chennai AN - OPUS4-61330 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz T1 - Railway vibration – fast physics-based models for the prediction of ground vibration and the identification of track damage N2 - The following applications of machine learning will be discussed: 1. The prediction of the wave propagation from a railway line (completely physics based for surface lines, physics-based machine learning for tunnel lines) 2. The track behaviour for the emission of train-induced ground vibration (physics based for homogeneous soil, machine learning for layered soil) 3. Track damage detection and quantification from frequency response functions and moving load responses 4. Bridge damage detection and localisation from modal analysis and moving load 5. The use of axle-box acceleration for the identification of track/sub-soil condition and bridge resonances. The prediction of railway vibration usually needs time-consuming finite element, boundary element and wavenumber domain calculations. For a user-friendly prediction software however, fast calculations are needed. Several time-consuming detailed calculations have been used to develop simpler and fast models for the surface railway lines. The more challenging prediction from tunnel lines will be attacked by purely mathematical and by physics-informed machine learning. The dynamic stiffnesses of isolated or un-isolated railway tracks from detailed calculations with a continuous soil have been approximated with the simpler Winkler soil. The vehicle-track resonance (P2 resonance) rules the effect of the mitigation measures, and it can also be used for the on-board monitoring of the track and sub-soil condition. For the identification of track damage such as gaps between sleepers, track slabs and layers, detailed models with a continuous soil have been updated to get the best fit to the measured frequency response functions from hammer tests and the deformation pattern from the moving load response. Whereas the track damage can be locally identified, this is more difficult for bridges where the modal analysis gives mainly global information. The influence lines of the inclination for statically passing vehicles (locomotive, truck, compaction roller) have been used to localise bridge damage (stiffness variations). The on-board monitoring of rail bridges needs special conditions (regular trains with special speeds) to excite and measure the bridge resonance. T2 - 11th European Workshop on Structural Health Monitoring (EWSHM 2024) CY - Potsdam, Germany DA - 10.06.2024 KW - Vibration prediction KW - Track damage detection KW - Human and machine learning KW - Wave propagation KW - Surface line KW - Tunnel KW - Bridge resonance PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-612462 DO - https://doi.org/10.58286/29865 SN - 1435-4934 SP - 1 EP - 9 PB - NDT.net CY - Kirchwald AN - OPUS4-61246 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hering, Marcus A1 - Agasty, Amit A1 - Costard, René A1 - Hüsken, Götz A1 - Chruscicki, Sebastian A1 - Hicke, Konstantin T1 - Explosion effects on reinforced concrete structures – A preliminary study of scaling laws N2 - Blast tests are required to investigate accidental or intentional blast events and to assess the level of protection for people and facilities in critical infrastructures. Conducting large-scale field tests for complex scenarios is very resource intensive. Reliable small-scale experiments are a promising alternative. However, the scaling laws for the design of reinforced concrete structures under blast loads are not sufficiently established. In our research work, a consortium made up of three BAM departments, focuses on reinforced concrete structures that are suitable for the standardization of scaled blast tests. As part of the feasibility study, blast tests were carried out on test specimens of different sizes on the BAM Test Site for Technical Safety (TTS). Various reinforced concrete plates were tested and subjected to different blast loads. The blast tests included various measurement techniques to quantify the blast load and the behavior of the reinforced concrete plate. The blast load was measured with flush-mounted piezoelectric pressure gauges, while accelerometers and embedded fiber optic sensor cables were used to characterize the dynamic behavior of the plate under blast loading. In addition, damage characteristics were also determined using distributed fiber optic sensing. The application of these measurement techniques as well as the use of different numerical software tools offer the possibility to verify or adapt the scaling laws. T2 - 19th International Symposium on Interaction of the Effects of Munitions with Structures (19th ISIEMS) CY - Bonn, Germany DA - 09.12.2024 KW - Scaling KW - Blast KW - Fiber optic sensing PY - 2024 SP - 1 EP - 9 AN - OPUS4-62258 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Yang, Fan A1 - Meng, Xiangmeng A1 - Putra, Stephen Nugraha A1 - Bachmann, Marcel A1 - Rethmeier, Michael T1 - Assessment of keyhole stability in laser beam welding with external magnetic field using numerical simulation N2 - The challenge of understanding the physical mechanisms behind porosity reduction by a magnetic field during laser beam welding (LBW) is partly due to the difficulty in quantitatively evaluating keyhole stability. The commonly used index, such as keyhole depth, is typically one-dimensional, which is insufficient to capture the dynamic and three-dimensional fluctuations of the keyhole. In this paper, by utilizing a 3D multiphysical model of LBW with magnetic field, a novel keyhole geometry reconstruction algorithm has been developed to describe the keyhole profile and its fluctuation in a statistical manner to evaluate keyhole stability quantitatively. An equivalent diameter is proposed in this algorithm to reduce the irregularity of the keyhole geometry. The calculation results indicate that the time-averaged keyhole shape over 300 ms in the LBW of steel is conical, regardless of the application of an external magnetic field, which provides a more representative shape. Meanwhile, it is observed from the statistical aspect that the keyhole diameter becomes smaller, except the top part, under the influence of the magnetic field. The standard deviation of the equivalent diameter can be used as a physical variable to assess the keyhole stability quantitatively. The application of an external magnetic field can produce a noticeable reduction of the standard deviation of the equivalent diameter, namely, stabilizing the keyhole during LBW of steel. However, the different contribution from the keyhole stability affected by a magnetic field in suppressing porosity is different with materials. T2 - International Congress of Applications of Lasers & Electro-Optics 2024 CY - Hollywood, Los Angeles, USA DA - 04.11.2024 KW - Deep penetration laser beam welding KW - Numerical simulation KW - Keyhole shape KW - Keyhole stability KW - Magnetic field PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-616024 DO - https://doi.org/10.2351/7.0001528 VL - 36 IS - 4 SP - 1 EP - 7 PB - AIP Publishing AN - OPUS4-61602 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lemke, J. A1 - Biegler, M. A1 - Rethmeier, Michael T1 - Fließfähigkeitsanalyse zweier Pulverfraktionen aus AISI 316L und resultierende Bauteildichte DED-LB aufgebauter Quader N2 - Die Fließfähigkeit von Metallpulvern gilt als wichtige Pulvereigenschaft für den additiven Aufbau mittels Laser, wobei bisher wenige Arbeiten die Auswirkungen im Laserpulverauftragschweißen (Engl.: Directed Energy Deposition DED-LB) untersuchen. Arbeiten, die sich mit den Pulvereigenschaften für Pulverbettverfahren beschäftigen, zeigen Korrelationen zwischen Partikelgrößenverteilung und Fließeigenschaften mit der Bauteildichte und den mechanischen Eigenschaften. Sie bewerten insbesondere Pulverbettdichte und -stabilität. In der vorliegenden Arbeit werden daher die Eigenschaften zweier Pulverfraktionen (20 µm – 63 µm und 63 µm – 150 µm) des austenitischen Stahls AISI 316L und deren freien Ausfluss im Vergleich zur Pulverdichte untersucht. Die Untersuchungen zeigen, dass die feinere Pulverfraktion eine um 14,5 % höhere Durchflussrate erzielt als die gröbere Fraktion. korreliert die Ergebnisse zur inneren Porosität und Partikelgrößenverteilung. Die Analyse der Bauteilqualität zeigt einen geringen Einfluss der Korngrößenverteilung auf die Porosiät der DED-LB aufgebauten Quader. T2 - 44. Assistentenseminar Fügetechnik der WGF CY - Päwesin, Germany DA - 20.09.2023 KW - 316L KW - Fließfähigkeit KW - DED-LB KW - Hall-Flow KW - Metallpulver PY - 2024 SP - 131 EP - 140 AN - OPUS4-60723 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Yang, Fan A1 - Meng, Xiangmeng A1 - Putra, Stephen Nugraha A1 - Bachmann, Marcel A1 - Rethmeier, Michael T1 - Experimental and numerical investigations of suppression mechanisms by an oscillating magnetic field on process porosity during laser beam welding N2 - The magnetohydrodynamic (MHD) technology is recognized as a promising approach for improving the quality of deep penetration laser beam welding. This study employs experimental and numerical methods to investigate the effects of an auxiliary oscillating magnetic field on reducing porosity in the laser beam welding of 5754 aluminum alloy. The experimental results clearly demonstrate a significant reduction of 97% in the porosity ratio of the welded joints applied with an oscillating magnetic field compared to those without magnetic field, thereby validating the efficiency of applying MHD technology in mitigating porosity during the laser beam welding process. In addition, a transient 3D multi-physical model has been developed, integrating the MHD model and metal vapor plume, to gain a more comprehensive understanding of the porosity suppression mechanism. The weld pool shape is significantly widened and enlarged because of the Lorentz force, which facilitates the escape of gas bubbles. Meanwhile, the introduction of an oscillating magnetic field generates a time-averaged downward Lorentz force. This averaged downward Lorentz force, in turn, enhances and stables the downward fluid flow, which hinders the bubble backward movement. Meanwhile, this averaged downward Lorentz force induces an upward electromagnetic expulsive force on the bubble, which effectively increases the upward escape velocity of bubbles in the weld pool. The simulation results agree well with the experimental results. T2 - 44. Assistentenseminar Füge- und Schweißtechnik CY - Päwesin, Germany DA - 20.09.2023 KW - Laser beam welding KW - Numerical simulation KW - Magnetohydrodynamic technology KW - Porosity defect KW - Keyhole PY - 2024 UR - https://www.dvs-media.eu/de/neuerscheinungen/4671/44.-assistentenseminar-fuegetechnik SN - 978-3-96144-267-6 VL - 394 SP - 77 EP - 86 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-60784 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bahrami Eskandari, Ardalan A1 - Nikkhoo, Ali A1 - Hajirasouliha, Iman T1 - Analyzing Vertical Earthquake Vibrations and Moving Vehicle Loads for Structural Health Monitoring and Vibration Suppression in Bridges N2 - The design of bridges often overlooks the vertical component of earthquakes or considers it of secondary importance, despite compelling evidence indicating specific structural damage caused by primary earthquake waves. Conversely, during the operational phase, the combined influence of ground motion and moving loads from vehicles can significantly impact the structural health monitoring (SHM) of bridges. This study aims to evaluate the simultaneous effect of vertical earthquake vibrations and moving vehicle loads on simply supported bridges. The research employs a practical methodology based on the eigenfunction expansion method to analyze change of deflection due to the effect of these concurrent forces under seven different earthquake records. It is shown that within a realistic range of vehicle mass and velocity, the average of changing the maximum deflection at the mid-span of the main beam (denoted as M_n) reaches up to 163% under various scenarios. Subsequently, the seismic parameters influencing this phenomenon are identified through a statistical analysis of set of 100 different earthquake records with unique features. A linear regression equation is presented to predict the M_n based on the earthquake specific properties. Additionally, to control the vertical vibration of bridge systems, a novel vibration suppression system utilizing steel pipe dampers is introduced, and its reliability is examined across a broad spectrum of bridge flexural rigidity. The results indicate that the system's efficiency depends on M_n and the soil type of the bridge construction, enabling a reduction in structural sections (up to 27%) while achieving the same maximum target deflection in the initial state. This efficiency leads to a more economical design solution, emphasizing the potential benefits of the proposed system for practical application. T2 - 11th European Workshop on Structural Health Monitoring (EWSHM 2024) CY - Potsdam, Germany DA - 10.06.2024 KW - Bridge structures KW - Vertical earthquakes KW - Health monitoring KW - Moving vehicles KW - Suppressing vibrations PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-604893 DO - https://doi.org/10.58286/29746 SP - 1 EP - 10 PB - NDT.net AN - OPUS4-60489 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bahrami Eskandari, Ardalan A1 - Küttenbaum, Stefan T1 - NDT Data-Supported Structural Reassessments based on Regression Relations in Measuring Data Analysis N2 - Non-destructive Testing (NDT) provides valuable data about structural elements, supporting the assessment of existing infrastructures without incurring additional structural damage from inspections. Simultaneously, the uncertainty in measurement, which quantifies the quality of measurement results, plays a crucial role in decisions aimed at, e.g., optimizing maintenance strategies, rehabilitation works and Structural Health Monitoring (SHM) implementations. The Guide to the Expression of Uncertainty in Measurement (GUM) framework has already been considered for non-destructive concrete testing. Regarding that, extensive measurements with sophisticated scopes need to be conducted by experts as an obligatory process. This study illustrates how NDT results describing the inner structure of a concrete element can effectively support the reassessment of bridges in operation. To achieve this, the study considers the various measurable positions of the resisting longitudinal tendons of a bridge structure to investigate the displacement change under dynamic service loads. Furthermore, this study aims to simplify and optimize existing NDT data analysis procedures by employing regression analysis, enabling the detection of structural features. This regression analysis yields a modifier for determining the correct depth of an object within the structural element. The method is validated through laboratory experiments, including the use of an ultrasonic measurement system. As a result, it provides unbiased and accurately measured results, while ensuring that the measurement data can remain uncorrelated. Major advantages include efficient computation, a wider scope, and avoiding redundant information about the measuring process. The findings demonstrate that employing the proposed NDT analysis method, with its enhanced practicability, can significantly augment the efficiency of NDT data-supported structural reassessments across various scenarios. T2 - EWSHM 2024 CY - Potsdam, Germany DA - 10.06.2024 KW - Existing structures KW - Non-destructive testing KW - Practicality measurement KW - Bridge reassessment KW - Statistical analysis PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-604825 DO - https://doi.org/10.58286/29714 SN - 1435-4934 SP - 1 EP - 9 PB - NDT.net AN - OPUS4-60482 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bertola, N. A1 - Schumacher, T. A1 - Niederleithinger, Ernst A1 - Bruehwiler, E. T1 - Early detection of structural damage in UHPFRC structures through the combination of acoustic emission and ultrasonic stress wave monitoring N2 - Ultra-High-Performance Fiber-Reinforced Cementitious Composite (UHPFRC) offers several advantages compared to concrete, notably due to the strain hardening behavior under tensile actions. Structures made of this composite material are lightweight and highly durable, thanks to the UHPFRC waterproofing quality. Nonetheless, the tensile behavior leads to a different cracking pattern than conventional concrete and is not fully understood yet. This paper presents a combined approach using both passive ultrasonic (US) stress wave (or acoustic emission) and active US stress wave monitoring to localize and quantify damage progression in a full-scale UHPFRC beam during experimental load testing. The proposed monitoring approach involves 24 US transducers that are embedded randomly throughout a 4.2- meter-long laboratory UHPFRC T-beam. Continuous monitoring enabled accurate localization of US stress sources caused by loading-induced cracking as well as from pulses generated by the embedded US transducers. This study shows that it is possible to predict the location and shape of the macro-crack that is linked to structural failure early on, i.e., just after the end of the elastic domain. This combined approach opens new possibilities to monitor the structural behavior and detect damage on UHPFRC structures before they affect the structural behavior in terms of deflection and strain. T2 - 11th European Workshop on Structural Health Monitoring (EWSHM 2024) CY - Potsdam, Germany DA - 11.6.2024 KW - UHPFRC KW - Acoustic emission KW - Damage detection PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-604708 UR - https://www.ndt.net/article/ewshm2024/papers/477_manuscript.pdf DO - https://doi.org/10.58286/29698 SN - 1435-4934 SP - 1 EP - 8 PB - NDT.net AN - OPUS4-60470 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schumacher, T. A1 - Bertola, N. A1 - Epple, Niklas A1 - Bruehwiler, E. A1 - Niederleithinger, Ernst T1 - Combined Passive and Active Ultrasonic Stress Wave Monitoring of Concrete Structures: An Overview of Data Analysis Techniques and Their Applications and Limitations N2 - Combined passive ultrasonic (US) stress wave [better known as acoustic emission (AE)] and active US stress wave monitoring has been shown to provide a more holistic picture of ongoing fracture processes, damage progression, as well as slowly occurring aging and degradation mechanisms in concrete structures. Traditionally, different data analysis techniques have been used to analyze the data generated from these two monitoring techniques. For passive US stress wave monitoring, waveform amplitudes, hit rates, source localization, and b-value analysis, among others, have been used to detect and locate cracking. On the other hand, amplitude tracking, magnitude squared coherence (MSC), and coda wave interferometry (CWI) are examples of analyses that have been employed for active US stress wave monitoring. In this paper, we explore some of these data analysis techniques and show where their respective applications and limitations might be. After providing an overview of the monitoring approach and the different data analysis techniques, results and observations from selected laboratory experiments are discussed. Finally, suggestions for further work are proposed. T2 - 11th European Workshop on Structural Health Monitoring (EWSHM 2024) CY - Potsdam, Germany DA - 11.06.2024 KW - Ultrasound KW - Acoustic emission KW - Concrete KW - Stress PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-604687 UR - https://www.ndt.net/article/ewshm2024/papers/824_manuscript.pdf DO - https://doi.org/10.58286/29863 SN - 1435-4934 SP - 1 EP - 8 PB - NDT.net AN - OPUS4-60468 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Skłodowska, Anna A1 - Baensch, Franziska A1 - Lay, Vera A1 - Niederleithinger, Ernst A1 - Kühne, Hans-Carsten T1 - Acoustic emission monitoring for engineered barriers in nuclear waste disposal N2 - To safely dispose of nuclear waste in underground facilities, engineered barrier systems are needed to seal shafts and galleries. The material used in these barriers must be adapted to the host rock parameters. Shrinking and cracking must be avoided to provide a barrier with almost zero permeability. For repositories in salt rock environments, several types of salt concrete (SC) are possible construction materials. Within the project SealWasteSafe, we compared the behavior of an innovative alkali-activated material (AAM) with standard SC in their hydration and hardening phase. To monitor the microstructural changes within the two materials SC and AAM, acoustic emission (AE) signals have been recorded for up to ~250 days on 340-litercubic specimens. The phenomenon of AE is defined as the emission of elastic waves in materials due to the release of localized internal energy. Such energy release can be caused by the nucleation of micro-fracture, e.g., in concrete while curing or when exposed to load. The occurrence of AE events gives first rough indications of microstructural changes and potentially occurring cracking and thus, provides insights for structural health monitoring (SHM). The results show, that for the first 28 days after casting, less AE activity was detected in the AAM compared to SC. After 61 days, in the AAM material, the number of AE events exceeded those observed in the SC. However, the majority of the AE detected and located in AAM was related to surface effects, and not to microstructural changes or occurring cracks within the bulk volume. Additionally, the source location analysis indicated, that despite lower activity in SC, we observed some clustering of the events. In contrast, in AAM, the activity inside the specimen is randomly distributed over the whole volume. The monitoring results help to estimate the material’s sealing properties which are crucial to assess their applicability as sealing material for engineered barriers. T2 - 11th European Workshop on Structural Health Monitoring (EWSHM 2024) CY - Potsdam, Germany DA - 11.06.2024 KW - Endlager KW - Barriere KW - AAM KW - Akustische Emission PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-604699 UR - https://www.ndt.net/article/ewshm2024/papers/768_manuscript.pdf DO - https://doi.org/10.58286/29834 SN - 1435-4934 SP - 1 EP - 7 PB - NDT.net AN - OPUS4-60469 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Maack, Stefan A1 - Küttenbaum, Stefan A1 - Niederleithinger, Ernst ED - Rogge, Andreas ED - Meng, Birgit T1 - Baulicher IST-Zustand zur Bewertung von Betonbrücken auf der Grundlage messtechnischer Kennwerte - ZfPStatik N2 - Das Projekt „ZfPStatik“ entwickelt eine Handlungsempfehlung zur Bewertung bestehender Bauwerke mit Hilfe zerstörungsfreier Messdaten. Durch die Bauwerksprüfungen können Unsicherheiten bei der Nachrechnung reduziert werden, wodurch realistischere Beurteilungen der Standsicherheit und Gebrauchstauglichkeit ermöglicht werden. Zudem wird die Entwicklung neuer Ingenieurdienstleistungen gefördert. Zerstörungsfreie Prüfverfahren haben insgesamt das Potential, die Entscheidungsgrundlagen für die Beurteilung und Erhaltung bestehender Bauwerke zu verbessern. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Betonbrücken KW - ZfPStatik KW - Bauwerksprüfungen PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-613290 SN - 978-3-9818564-7-7 SP - 303 EP - 308 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-61329 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Habib, Abdel Karim A1 - Kluge, Martin A1 - van Wingerden, Kees T1 - Untersuchung der Freisetzung von Flüssigwasserstoff auf und unter Wasser N2 - In einer Reihe von Experimenten wurden die möglichen Folgen der Freisetzung von verflüssigtem Wasserstoff (LH2) auf, bzw. unter Wasser untersucht. Die Experimente zielten darauf ab, eine unbeabsichtigte Freisetzung von LH2 (z.B. durch Schlauchabriss) insbesondere bei der Betankung eines Schiffes zu simulieren. Für verflüssigtes Erdgas (LNG) wurden dabei sog. RPT’s (rapid phase transition) nachgewiesen, bei denen die spontane Verdampfung relevante Druckwellen erzeugt. Es kann nicht ausgeschlossen werden, dass RPTs auch im Falle von LH2 möglich sind. Die Versuche wurden auf dem Testareal Wasserstoffsicherheit auf dem Testgelände Technische Sicherheit der Bundesanstalt für Materialforschung und -prüfung (BAM-TTS) in Horstwalde, im Rahmen einer Forschungskooperation zwischen der BAM und Gexcon im Rahmen des SH2IFT-Programms durchgeführt. Die LH2-Freisetzungen erfolgten direkt aus einem LH2-Tanklastwagen über eine lange, flexible, vakuumisolierte Transferleitung. Während die Freisetzung oberhalb und unterhalb der Wasseroberfläche jeweils vertikal orientiert war, wurde bei der Unterwasserfreisetzung zusätzlich eine horizontale Ausströmung, parallel zur Wasseroberfläche realisiert. Zur Bestimmung des Massenstromes, wurde ein Wägesystem unter dem Tankwagen eingesetzt. Spezielle Drucksensoren wurden verwendet, um die durch die Freisetzungsvorgänge erzeugten Stoßwellen sowohl im Wasser als auch in der Luft zu messen. Die Gaskonzentrationen über dem Wasserbecken wurden an verschiedenen Positionen gemessen. Hochgeschwindigkeits-, Infrarot- (IR) und normale Kameras wurden eingesetzt, um die Phänomenologie der Freisetzung aufzuzeichnen und das Verhalten der Gaswolke im Zeitverlauf zu verfolgen. Neben den fest installierten Systemen an Land, kamen auch Unterwasserkameras sowie eine Drohne mit Normal- und IR-Kameras zum Einsatz. Zwei Wetterstationen wurden zur Messung von Windgeschwindigkeit, Windrichtung, Temperatur und Luftfeuchtigkeit während aller durchgeführten Tests eingesetzt. Des Weiteren kamen Bolometer zur Wärmestrahlungsmessung zum Einsatz. Zwar führten die Freisetzung zu einer hochturbulenten LH2/Wasser Mischzone, jedoch zu keinen nennenswerten Überdrücken durch RPT. Im Gegensatz dazu wurde unerwartet, aber reproduzierbar, eine Zündung der Gaswolke in freier Luft in einiger Entfernung von den Instrumenten und dem Ort der Freisetzung beobachtet. Die daraus resultierenden Gaswolkenexplosionen führten zu relevanten Überdrücken und zur Wärmeabstrahlung in die Umgebung. T2 - Magdeburg-Köthener Brandschutz- und Sicherheitstagung 2024 CY - Magdeburg, Germany DA - 14.03.2024 KW - Flüssigwasserstoff KW - LH2 KW - Freisetzung KW - RPT KW - Gaswolkenexplosion PY - 2024 SN - 978-3-948749-42-2 SP - 127 EP - 136 CY - Magedburg AN - OPUS4-59709 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Villani, P. A1 - Unger, Jörg F. A1 - Weiser, M. T1 - Adaptive Gaussian process regression for Bayesian inverse problems N2 - We introduce a novel adaptive Gaussian Process Regression (GPR) methodology for efficient construction of surrogate models for Bayesian inverse problems with expensive forward model evaluations. An adaptive design strategy focuses on optimizing both the positioning and simulation accuracy of training data in order to reduce the computational cost of simulating training data without compromising the fidelity of the posterior distributions of parameters. The method interleaves a goal-oriented active learning algorithm selecting evaluation points and tolerances based on the expected impact on the Kullback-Leibler divergence of surrogated and true posterior with a Markov Chain Monte Carlo sampling of the posterior. The performance benefit of the adaptive approach is demonstrated for two simple test problems. T2 - Algoritmy 2024 - Central-European Conference on Scientific Computing CY - Vysoké Tatry, Slovakia DA - 15.03.2024 KW - Gaussian process regression KW - Bayesian inverse problems KW - Surrogate models KW - Parameter identification KW - Active learning PY - 2024 SP - 1 EP - 10 PB - Slovak University of Technology CY - Bratislava AN - OPUS4-60738 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Johann, Sergej A1 - Stührenberg, Jan A1 - Tandon, Aditya A1 - Dragos, Kosmas A1 - Bartholmai, Matthias A1 - Strangfeld, Christoph A1 - Smarsly, Kay T1 - Implementation and validation of robot-enabled embedded sensors for structural health monitoring N2 - In the past decades, structural health monitoring (SHM) has matured into a viable supplement to regular inspections, facilitating the execution of repair and maintenance work in the early stages of structural damage. With the advent of wireless technologies and advancements in information and communication technologies, civil infrastructure has been increasingly instrumented with wireless sensor nodes to record, analyze, and communicate data relevant to SHM. A promising method for SHM is to embed sensors directly into concrete for recording SHM data from inside structural elements. In this paper, a sensor system for embedment into concrete is proposed, able to assess SHM data recorded from concrete. Power is supplied to the sensors on-demand by quadruped robots, which also collect the SHM data via radio-frequency identification (RFID), providing an automated and efficient SHM process. In laboratory experiments, the capability of the sensor system of automatically collecting the SHM data using quadruped robots is validated. In summary, the integration of RFID technology and robot-based inspection presented in this study demonstrates a vital approach to evolve current SHM practices towards more digitalized and automated SHM. T2 - 11th European Workshop On Structural Health Monitoring CY - Potsdam, Germany DA - 10.06.2024 KW - Structural health monitoring KW - RFID-based sensors KW - Smart sensors KW - Embedded sensors KW - Legged robots KW - Quadruped robots PY - 2024 SP - 1 EP - 8 AN - OPUS4-60335 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Eiz Eddin, Ahmad A1 - Stelzner, Ludwig A1 - Häßler, Dustin A1 - Hothan, Sascha T1 - Zum Feuerwiderstand von filigranen Deckenelementen aus vorgespanntem Carbonbeton N2 - Der Einsatz von hoch zugbeanspruchbarem und korrosionsbeständigem Carbongelege anstelle von herkömmlichem Spannstahl ermöglicht es Beton vorzuspannen und gleichzeitig die Betondeckung auf ein für den Verbund nötiges Minimum zu reduzieren. Das Carbongelege besteht aus Carbonfasern in einer Kunststoffmatrix. Mit dieser Bauweise können dünnwandige und damit ressourcenschonende Deckenelemente realisiert werden. Der Wechsel von massiven zu filigranen und vergleichsweise leichten Bauteilen führt jedoch aufgrund der geringeren Masse und der damit einhergehenden schnelleren Erwärmung zu einer Abnahme des Feuerwiderstands. Ferner führt die Erweichung der Matrix im Brandfall zu einer Abnahme der Verbundfestigkeit zwischen Carbongelege und Beton. Die Brennbarkeit des Carbongeleges sowie die Abplatzneigung des verwendeten Feinbetons stellen weitere Herausforderungen für den baulichen Brandschutz dar. Der Beitrag stellt Versuchsergebnisse zum Abplatz- und Hochtemperaturverhalten von Carbonbeton vor, die im Rahmen des Verbundvorhabens „Vorgespannte Carbonbetondecken mit reduzierten Querschnitten“ (CaPreFloor) erzielt wurden. Für die Untersuchung der Tragfähigkeit bei hohen Temperaturen wurden 4-Punkt-Biegeversuche an balkenförmigen Prüfkörpern (150 x 30 x 6 cm³) mit einlagiger Carbonbewehrung und instationärer Temperaturbeanspruchung durchgeführt. Neben dem Vorspanngrad des Carbongeleges wurde auch der Gelegetyp variiert. Im Bereich der konstanten Biegezugzone erfolgt die einseitige Erwärmung mittels elektrisch betriebener Heizmatten. Während der kontinuierlichen Erwärmung werden die Prüfkörper mit einer konstanten Kraft belastet, deren Betrag aus zuvor durchgeführten Biegeversuchen bei Raumtemperatur abgeleitet wurde. Die Abplatzversuche werden mit Einheits-Temperaturzeitkurve an rechteckigen (60 x 60 x 6 cm³) und kreisrunden (Ø 47 x 6 cm³), plattenförmigen Prüfkörpern am 1m³-Ofen der BAM durchgeführt. Die kreisrunden Prüfkörper sind zusätzlich mit einem Stahlring zur Behinderung der thermischen Dehnung des Betons versehen. Um den Einfluss des Geleges auf das Abplatzverhalten zu analysieren, werden sowohl Prüfkörper mit Carbongelege als auch unbewehrte Prüfkörper untersucht. Die daraus resultierenden Erkenntnisse fließen in die weitere Entwicklung der vorgespannten Carbonbetondeckenelemente ein. Anhand von realmaßstäblichen Brandversuchen wird der Feuerwiderstand dieser Bauteile im weiteren Projektverlauf bestimmt. T2 - Symposium Heißbemessung 2024 CY - Braunschweig, Germany DA - 24.09.2024 KW - Carbonbeton KW - Feuerwiderstand KW - Brandversuch KW - Carbon PY - 2024 SP - 23 EP - 39 AN - OPUS4-61253 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bernardy, Christopher A1 - Habib, Abdel Karim A1 - Kluge, Martin A1 - Schalau, Bernd A1 - Schulze, Marcel A1 - Kant, Hanjo A1 - Orchini, Alessandro ED - Di Benedetto, Almerinda ED - Portarapillo, Maria T1 - Investigation of the thermal radiation from hydrogen jet flames N2 - For industrial applications dealing with hydrogen, the definition of safety distances and the assessment of possible hazards emanating from releases is mandatory. Since hydrogen is usually stored and transported under pressure, one scenario to be considered is the momentum driven release of hydrogen from a leakage with subsequent ignition. In this scenario, the emitted heat radiation from the resulting jet flame to the surroundings has to be determined to define adequate safety distances. For hydrocarbon flames, different jet flame models are available to assess the hazards resulting from an ignited jet release. Since hydrogen flames differ from hydrocarbon flames in their combustion behavior, it has to be checked if these models are also applicable for hydrogen. To evaluate the accuracy of these models for hydrogen jet flames, tests at real-scale are carried out at the BAM Test Site for Technical Safety (BAM-TTS). Herein, the flame geometry and the heat radiation at defined locations in the surroundings are recorded for varying release parameters such as leakage diameter (currently up to 30 mm), release pressure (currently up to max. 250 bar) and mass flow (up to max. 0.5 kg/s). The challenge here is the characterization of the flame geometry in an open environment and its impact on the thermal radiation. Existing heat radiation data from the literature are mostly based on unsteady outflow conditions. For a better comparability with the steady state jet flame models, the experiments presented here are focused on ensuring a constant mass flow over the release duration to obtain a (quasi) stationary jet flame. In addition, stationary outflow tests with hydrocarbons (methane) were also carried out, which are intended to serve as reference tests for checking flame models based on hydrocarbon data. T2 - 15th International Symposium on Hazards, Prevention and Mitigation of Industrial Explosions (ISHPMIE) CY - Neaples, Italy DA - 10.06.2024 KW - Hydrogen KW - Release KW - Jet flame KW - Thermal radiation PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-605107 DO - https://doi.org/10.5281/zenodo.12515710 VL - 2024 SP - 1322 EP - 1333 PB - Zenodo CY - Geneva AN - OPUS4-60510 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bernardy, Christopher A1 - Habib, Abdel Karim A1 - Kluge, Martin A1 - Schalau, Bernd A1 - Kant, Hanjo A1 - Schulze, Marcel A1 - Orchini, Alessandro ED - Nabizada, A. ED - Dechany, A. ED - B. Carré, B. ED - Stendardo, E. ED - Lappa, F. ED - Vanlaere, J. ED - Mendoza, M.J. ED - Dejonghe, M. ED - Daese, M. ED - Namazifard, N. ED - Jacops, R. ED - Jottrand, S. ED - Pahlavan, S. T1 - Real scale safety investigations of hydrogen jet flames at high pressure N2 - In order to reduce the human footprint of CO2 emissions and limit global warming effects hydrogen combustion is becoming increasingly important. To enable fuel cells and gas turbines to operates this carbon free fuel, unprecedently large amounts of hydrogen need to be produced and safely transported and stored. The investigation of the effects of accidents involving hydrogen is therefore becoming of outmost importance. Since hydrogen is usually stored and transported under pressure, one scenario to be considered is the release of hydrogen from a leakage with subsequent ignition. The resulting jet flame must be characterized with respect to the thermal radiation emitted into the environment to define safety regulations. Various models that characterize the resulting flame shape and radiation already exist in the literature, but these are mainly based on empirical data from hydrocarbon jet flames.[1-4] To verify these models, a H2 Jet Flame project conducted at BAM, is investigating the safety of momentum driven hydrogen jet flames. For this purpose, large-scale tests are carried out at the Test Site Technical Safety (BAM-TTS). The object of the investigations is to assess the effects of real scale release scenarios regarding flame geometry and the thermal radiation emitted. Parameters such as release angle, leakage diameter (currently 1 mm to 10 mm), pressure (currently up to max. 250 bar) and mass flow (up to max. 0.5 kg/s) are varied. In addition, influences such as the type of ignition, ignition location as well as delayed ignition can also be investigated. The gained knowledge will be compared with existing jet flame models, to validate these and identify a possible need for further development. In particular, the focus will be laid on the thermal radiation of hydrogen flames. The challenge here is the visualization and characterization of the flame geometry in an open environment. Visualization is performed using infrared (IR) camera systems from at least two viewing angles. Measurements of the heat radiation of jet flames, which can be found in the literature, are mostly based on unsteady outflow conditions. The experimental setup used here allows for the generation of a steady-state outflow for several minutes and thus a direct comparability with existing (steady-state) models. Furthermore, the tests can be carried out for comparative measurements with hydrocarbons (methane, etc.) as well as mixtures of hydrogen and hydrocarbons. T2 - European PhD Hydrogen Conference 2024 (EPHyC2024) CY - Gent, Belgium DA - 20.03.2024 KW - Thermal radiation KW - Release KW - Hydrogen KW - Jet flame PY - 2024 SP - 551 EP - 556 AN - OPUS4-59910 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Merz, Benjamin A1 - Poka, Konstantin A1 - Mohr, Gunther A1 - Hilgenberg, Kai A1 - Polte, Julian T1 - Advanced camera calibration for lens distortion correction in hybrid manufacturing processes: An exemplary application in laser powder bed fusion (PBF-LB/M) N2 - Hybrid additive manufacturing is becoming increasingly important in the field of additive manufacturing. Hybrid approaches combine at least two different manufacturing processes. The focus of this work is the build-up of geometries onto conventionally manufactured parts using Powder Bed Fusion with Laser Beam of Metals (PBF-LB/M). The hybrid build-up requires a precise position detection system inside the PBF-LB/M machines to determine the exact position of the existing component. For this purpose, high-resolution camera systems can be utilized. However, the use of a camera system is associated with several challenges. The captured images are subject to various distortions of the optical path. Due to these distortions, it is not possible to use the images for measurements and, therefore, it is not possible to calculate the positions of objects. In this study a homography matrix is calculated to correct keystone distortion in the images. Different calibration patterns have been tested for the calculation of the homography matrix. The influence of the number of calibration points on the precision of position detection of objects is determined. Furthermore, the influence of an additional camera calibration by using ChArUco boards is evaluated. The result is a camera calibration workflow with associated calibration pattern for a precise position detection of parts inside PBF-LB/M machines allowing a hybrid build-up with minimum physical offset between base component and build-up. T2 - euspen’s 24th International Conference & Exhibition CY - Dublin, Ireland DA - 10.06.2024 KW - Additive manufacturing KW - Hybrid build-up KW - Position detection KW - Camera calibration PY - 2024 SP - 1 EP - 4 AN - OPUS4-60599 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kaiser, Sebastian A1 - Erxleben, Kjell A1 - Rhode, Michael A1 - Kannengießer, Thomas T1 - Repair Welding of In-Service Hydrogen Pipelines - Concepts and Challenges N2 - Hydrogen is set as the energy carrier of tomorrow for a more sustainable fossil fuel free future. As this necessitates a reliable transport infrastructure, repurposing of the existing natural gas grid is planned. With regards to the well-known effect of hydrogen embrittlement, the compatibility of utilized materials must be investigated. First comprehensive studies on pipeline material hydrogen compatibility indicate that these materials can be applied to a certain extent. Nonetheless, the material compatibility is currently of high interest and focus of numerous research projects worldwide. However, pipelines require frequent maintenance and repair work. As part of these, in some cases it is necessary to do weldments onto pipelines while they are pressurized. This in-service welding introduces additional challenges for the material compatibility. Due to the resulting high temperatures, the metallurgical changes in the material and of course the presence of high-pressure hydrogen in the pipeline, additional investigations need to be conducted to ensure that no critical material degradation because of increased hydrogen absorption occurs and an overall material compatibility is given. For this reason, the present paper introduces in-service welding on pipelines. An overview of current research projects that deal with the application of in-service welding specifically on hydrogen pipelines and the emerging problems when applying these techniques on hydrogen pipelines is given. Methods of material testing, their limits and possible solutions are presented and discussed. T2 - 2024 15th International Pipeline Conference CY - Calgary, Alberta, Canada DA - 23.09.2024 KW - Hydrogen KW - Pipeline KW - Welding KW - In-Service PY - 2024 SN - 978-0-7918-8856-8 DO - https://doi.org/10.1115/IPC2024-133052 SP - 1 EP - 6 PB - The American Society of Mechanical Engineers (ASME) CY - New York AN - OPUS4-62262 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz A1 - Said, Samir T1 - System and damage identification for cars, floors and roofs, bridges, tracks and foundations by modal analyses, frequency response functions and moving-load responses N2 - The following objects have been analysed by frequency response functions and moving load responses. A simple modal analysis which is based on the transformed and weighted system equations has been tested for an automotive test car and for many floors in many buildings to get some rules for their natural frequency and damping. Moreover, six neighboured equal, weakly coupled, wooden floors in a castle have been measured by ambient and hammer excitation, and a special method to extract the different mode shapes of the closely spaced natural frequencies has been developed and tested. Different foundations, for which the soil-structure interaction is generally important, have been measured and compared with finite-element boundary-element models of varying soil properties. Similarly by FEBEM calculations, damages in railway tracks have been identified from flexibility functions (frequency response functions) and from the moving-load responses to normal train operation. Rail and foot bridges have been measured during train passages and by quasi-static tests with moving vehicles. The repeatability of the inclinometer measurements has been checked for different passages, passage directions, and measurement campaigns at a six-span foot bridge. Two rail bridges at the Hanover-Würzburg high-speed line have been measured and evaluated for integrity and for the train- and speed-dependent bridge resonances. The relation between the multi-axle and the single-axle excitation can be solved in frequency domain by the axle-sequence spectrum of the vehicle or the whole train. The single axle response has been used to identify track and bridge damages in laboratory and in situ. T2 - 10th International Operational Modal Analysis Conference (IOMAC 2024) CY - Naples, Italy DA - 21.05.2024 KW - Weakly coupled floors KW - Bridge passage KW - Track damage KW - Foundation-soil interaction KW - Flexibility function KW - Moving load response PY - 2024 SN - 978-3-031-61420-0 DO - https://doi.org/10.1007/978-3-031-61421-7_19 SN - 2366-2557 SP - 187 EP - 195 PB - Springer Nature Switzerland AG CY - Cham, Schweiz AN - OPUS4-61248 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz T1 - Vibrations of multi-span structures like floors, rail and road bridges N2 - Resonances of rail bridges due to the passage of trains have been mainly investigated for sin-gle-span bridges. When multi-span bridges are to be considered, it is of interest if stronger resonance amplifications must be taken into account. Measurements of several multi-span structures have been evaluated for natural frequencies and mode shapes. An integral rail bridge with three different spans shows a separated local resonance of the longest main span and clearly higher natural frequencies of the shorter side spans. A two-span continuous beam on the test area of the Federal Institute of Material Research and Testing showed a regular pattern of natural frequencies where always a pair of frequencies is found with a certain fre-quency ratio. The corresponding mode shapes are the out-of-phase and in-phase combinations of the first, second, third … bending mode. A seven-span road bridge has been monitored for one of the almost equally long spans. Similar mode shapes have been observed for different, clearly separated natural frequencies. Three modal analyses measurement campaigns have been performed on the whole bridge. The combined mode shapes of the seven spans have been clearly identified where different combinations of spans are dominating in the different mode shapes. Equal weakly coupled spans have been analysed for a large wooden floor in a castle. A cluster of natural frequencies has been observed and a special method to extract the mode shapes has been developed and tested. The consequences of multi-span bridges for rail traffic will be discussed. If n simply supported bridge spans have no coupling, n equal modes with amplitude A/n exist and their superposition would yield the same resonance as for a single bridge. Real simply supported bridges have always a weak coupling due to the track or the common piers. Therefore, the natural frequencies differ a little and they cannot be in reso-nance at the same time for the same train passage so that the resonance amplification cannot be as strong as for the single bridge. This rule holds also for the average amplitude of the time history of the bridge passage which is an adequate quantity to judge for the bridge behaviour. The maximum amplitude of the time histories of different bridge points are quite random and could exceed the values of a single bridge. The meaning of such criteria is questioned and fre-quency domain analyses are suggested for a clearer bridge analysis and understanding. T2 - DinEst 2024 Third Conference on Structural Dynamics CY - Seville, Spain DA - 12.09.2024 KW - Rail bridge PY - 2024 SP - 41 EP - 59 PB - Escuela Tecnica Superior de Ingenieria CY - Sevilla AN - OPUS4-61238 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz T1 - Die Minderung von Bahnerschütterungen – Messergebnisse aus Österreich, Deutschland und der Schweiz N2 - Die Minderung von Bahnerschütterungen neben Eisenbahnstrecken ist an vielen Stellen gemessen worden. Dabei ist neben der hochfrequenten Wirkung von elastischen Gleiselementen wie Schienenlager, Schwellensohlen und Unterschottermatten auch oft eine tieffrequente Minderung beobachtet worden. Diese tieffrequente Minderung wird interpretiert und mit der weiteren Lastverteilung der statischen Last erklärt. T2 - 3. Wiener Dynamik Tage CY - Vienna, Austria DA - 25.07.2024 KW - Bahnerschütterungen KW - Minderung KW - Messungen KW - Schwellensohlen KW - Unterschottermatten KW - Gleistrog PY - 2024 SP - 1 EP - 13 AN - OPUS4-61244 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz T1 - Prediction of ground vibrations from rail tunnels –finite-element, boundary-element and wavenumber calculations N2 - The prediction of ground and building vibrations has been established for surface lines and has now been extended to tunnel lines. The wave propagation in homogeneous or layered soils (the transmission) is calculated by an integration in wavenumber domain. The wave amplitudes at different distances and for different frequencies will be analysed for the following situations. 1. The horizontal propagation from a surface point to a surface point constitutes the basic rules. 2. The horizontal propagation from a source point at depth to a receiver point at depth which is related to a building with a deep basement or on a pile foundation. 3. The propagation from depth to the surface, which is the normal case for free-field measurements, has some different characteristics, for example a weaker attenuation with the horizontal distance from the source, which can be approximated by the full-space solution and the reflection rules for incident waves. The emission from a tunnel structure has been calculated by a finite-element model of the tunnel combined with a boundary-element model of the soil giving the reduction compared to a point-load excitation. The immission has been analysed by finite-element models of tunnel-soil-building systems for examples of research and consultancy work. Measurement results from a high-speed and a metro line confirm some of the established rules. Figure T2 - Int. Conf. RASD, Recent Advance in Structural Dynamics CY - Southampton, GB DA - 01.07.2024 KW - Ground vibration KW - Tunnel line KW - Wave propagation KW - Wavenumber method KW - Building vibration KW - Thin layer method PY - 2024 SP - 1 EP - 12 CY - Southampton AN - OPUS4-61266 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Auersch, Lutz A1 - Conreaux, Laurence A1 - Said, Samir A1 - Müller, Roger T1 - The excitation, propagation, and mitigation of train-induced ground vibrations from the axle impulses on the track N2 - Train-induced vibrations in soft ground usually have a strong low-frequency component. This component has a characteristic spectrum which is related to the axle sequence and the speed of the train. Its attenuation with distance is weaker than the attenuation for higher frequencies, and it always dominates the far-field ground vibration. Narrow-band frequency analyses clearly show that this ground vibration component is due to the static axle loads. Axle box vibrations have a different characteristic where the first out-of-roundness of the wheels is the only remarkable low-frequency component. Therefore, the dynamic axle loads from wheel and track irregularities are not the reason for the strong ground vibration component. The moving static axle loads generate the quasi-static response of the soil at very low frequencies and at very near distances. A part of the original impulse spectrum is scattered when it propagates through an inhomogeneous ballast and soil with a randomly varying stiffness. The axle impulses are smoother for a higher bending stiffness or a lower support stiffness (under sleeper pads, under ballast mats) of the track. This mitigation of the ground vibration will be demonstrated by measurements at three sites in Switzerland as well as the characteristic of the soil and axle-box vibrations. T2 - Sixth International Conference on Railway Technology: Research, Development and Maintenance CY - Prague, Czech Republic DA - 01.09.2024 KW - Soil and vehicle measurements KW - Train passages KW - Ground vibration KW - Excitation mechanisms KW - Mitigation KW - Under sleeper pads KW - Under ballast mat PY - 2024 DO - https://doi.org/10.4203/ccc.7.13.2 SN - 2753-3239 VL - 7 SP - 1 EP - 13 PB - Civil-Comp Press CY - Edinburgh, United Kingdom AN - OPUS4-61240 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Putra, Stephen Nugraha A1 - Meng, Xiangmeng A1 - Yang, Fan A1 - Bachmann, Marcel A1 - Rethmeier, Michael T1 - Einfluss der temperaturabhängigen Modellierung der Laserstrahlabsorption auf die Schmelzbadgeometrie beim Hochleistungslaserstrahlschweißen N2 - Der Absorptionsgrad metallischer Werkstoffe spielt bei Fügeprozessen mit einer Strahlungsquelle wie dem Hochleistungslaserstrahltiefschweißen eine bedeutende Rolle. Dieser beeinflusst die Menge der absorbierten Laserenergie, welche zum Aufschmelzen sowie zur lokalen Verdampfung des zu verbindenden Materials führt. Die Laserstrahlabsorption wird von vielen physikalischen Faktoren, z.B. Laserprofil, Laserwellenlänge, Materialeigenschaft sowie Temperatur, entschieden. Dennoch wird die Temperaturabhängigkeit in vielen Simulationsarbeiten häufig ignoriert und stattdessen ein empirisch angepasster Parameter zur Kalibrierung der Ergebnisse implementiert. Diese Vorgehensweise wirkt sich negativ auf die Zuverlässigkeit des numerischen Modells sowie auf die Vorhersagbarkeit der Simulationsergebnisse aus. In der vorliegenden Arbeit wird die Temperaturabhängigkeit des Laserabsorptionsgrades in ein selbstkonsistentes zweiphasiges Modell unter Berücksichtigung der gekoppelten 3D-Fluidströmung und Wärmeübertragung einbezogen. Die berechnete Laserstrahlabsorption wird durch die temperaturabhängigen Materialeigenschaften, die Lasercharakteristik und den Einfallswinkel des Laserstrahls bestimmt. Die freie Oberfläche jeder Phase wird mithilfe der Volume-of-Fluid Methode (VOF), berechnet und die Laser-Material-Wechselwirkung wird durch ein implementiertes Ray-Tracing-Verfahren modelliert, welches auf einem lokalisierten Level-Set-Algorithmus basiert. Anschließend wird die transiente Wärmeeinbringung und die Geometrie der Schweißnaht analysiert und mit dem temperaturunabhängigen Absorptionsmodell verglichen. Es wurde festgestellt, dass die Temperaturabhängigkeit der Laserabsorption entscheidend für die genaue Bestimmung der Wärmeeinbringung und der Schmelzbadgeometrie ist. Das entwickelte Modell wurde anhand der experimentellen Untersuchungen validiert und die Bedeutung der Temperaturabhängigkeit bei der Laserstrahlabsorption wurde für die Simulation des Laserstrahltiefschweißens quantifiziert. T2 - 44. Assistentenseminar Füge- und Schweißtechnik CY - Päwesin, Germany DA - 20.09.2023 KW - Laser beam welding KW - Numerical modeling KW - Ray tracing method KW - Weld pool dynamics PY - 2024 UR - https://www.dvs-media.eu/de/neuerscheinungen/4671/44.-assistentenseminar-fuegetechnik SN - 978-3-96144-267-6 VL - 394 SP - 57 EP - 68 PB - DVS Media GmbH CY - Düsseldorf AN - OPUS4-60779 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klinge, Andrea A1 - Mönig, Julian A1 - Kalbe, Ute A1 - Richter, Matthias A1 - Horn, Wolfgang A1 - Ziegert, Christof A1 - Röhlen, Ulrich A1 - Roswag-Klinge, Eike T1 - upMIN 100 – upcycling MINeralischer Bau- und Abbruchabfälle zur Substitution natürlicher Gesteinskörnungen in Lehmbaustoffen T1 - upMIN 100 – Upcycling mineral construction and demolition debris as a substitute for natural aggregates in earth building materials N2 - Um zukünftig die Entnahme von Primärrohstoffen und die Deponierung von geeignetem Bodenaushub zu vermeiden, wurde im Forschungsvorhaben «upMIN100» der Einsatz von rezyklierten Gesteinskörnungen < 2 mm in Lehmbaustoffen untersucht. Diese Korngrößen aus Rezyklaten, die je nach Ausgangsstoffen und Produkt 5 – 70 % des fertigen Baustoffs ausmachen, waren zum Zeitpunkt des Projektstarts in den gültigen Lehmbaustoff-Normen DIN 18945 – 18948 nicht zugelassen, da diese als Zusatzstoffe nur natürliche Gesteinskörnungen nach DIN EN 12620, Mehl aus mörtelfreien Ziegeln sowie Blähperlit etc. nach DIN EN 13055-1 und als Bindemittel nur Baulehm aus natürlichen Vorkommen vorsahen. Um den Einsatz von rezyklierten Bau- und Abbruchabfällen für Lehmbaustoffe in der Norm zu ermöglichen, mussten daher die technische Durchführbarkeit, Qualitätsanforderungen an Ausgangsstoffe (z.B. Schadstoffgrenzwerte in Bezug auf Gesundheits- und Umweltverträglichkeit) sowie zulässige Anteile der Rezyklate geregelt werden. Aktuelle Sortier- und Aufbereitungsmethoden wurden im Hinblick auf die technische sowie die wirtschaftliche Machbarkeit überprüft und auf eine mögliche Optimierung untersucht. Um Fragen zur technischen Machbarkeit beantworten zu können, wurde im Vorhaben die exemplarische Entwicklung von zwei wiederverwendbaren Lehmbaustoffen (Lehmstein, Lehmputzmörtel) angestrebt, um zukünftig sowohl das Abfallaufkommen als auch die Rohstoffinanspruchnahme zu reduzieren. Zum einen sollten die Zuschläge bis zu 100% aber auch das natürliche Bindemittel Ton zu 80% – 100% substituiert werden. Der Machbarkeitsnachweis für beide Entwicklungen wurde in Form eines Prototyps mit einem Technologie-Reifegrad 4–5 (TRL 4–5) erbracht. N2 - To avoid the extraction of primary raw materials and the landfilling of suitable excavated soil in the future, the use of recycled aggregates < 2 mm in earth building materials was investigated in the “upMIN 100” research project. These grain sizes from recycled materials, which make up 5–70 % of the finished building material depending on the source materials and product, were not permitted in the applicable earth building material standards DIN 18945–18948 at the time the project started, as these only allow natural aggregates in accordance with DIN EN 12620, flour from mortarfree bricks and expanded perlite etc. as additives in accordance with DIN EN 13055-1 and only building clay from natural sources as a binder. For the use of recycled construction and demolition waste for earth building materials in the standard, the technical feasibility, quality requirements for source (e. g. limit values for harmful substances in terms of health and environmental compatibility) and permissible proportions of recyclates had to be regulated. Current sorting and processing methods were reviewed in terms of technical and economic feasibility and examined for possible optimisation. To ascertain the technical feasibility of the use of recycled construction demolition waste for earth building materials, the project developed two reusable earth building materials (earth blocks, clay plaster mortar) as examples of both waste reduction and of the use of raw materials in the future. On the one hand, up to 100 % of the aggregates and 80–100 % of the natural binder clay should be substituted. The proof of concept for both developments was provided in the form of a prototype with a technology readiness level 4–5 (TRL 4–5). T2 - Lehm 2024 Fachtagung CY - Weimar, Germany DA - 27.09.2024 KW - Recycled aggregates KW - Earthen building materials KW - Contaminants KW - Reuse KW - Resources PY - 2024 SP - 1 EP - 10 CY - Weimar AN - OPUS4-62612 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Winkler, Nicolas P. A1 - Neumann, Patrick P. A1 - Schaffernicht, Erik A1 - Lilienthal, Achim T1 - Gas Distribution Mapping With Radius-Based, Bi-directional Graph Neural Networks (RABI-GNN) N2 - Gas Distribution Mapping (GDM) is essential in monitoring hazardous environments, where uneven sampling and spatial sparsity of data present significant challenges. Traditional methods for GDM often fall short in accuracy and expressiveness. Modern learning-based approaches employing Convolutional Neural Networks (CNNs) require regular-sized input data, limiting their adaptability to irregular and sparse datasets typically encountered in GDM. This study addresses these shortcomings by showcasing Graph Neural Networks (GNNs) for learningbased GDM on irregular and spatially sparse sensor data. Our Radius-Based, Bi-Directionally connected GNN (RABI-GNN) was trained on a synthetic gas distribution dataset on which it outperforms our previous CNN-based model while overcoming its constraints. We demonstrate the flexibility of RABI-GNN by applying it to real-world data obtained in an industrial steel factory, highlighting promising opportunities for more accurate GDM models. T2 - International Symposium on Olfaction and Electronic Nose (ISOEN) CY - Grapevine, TX, USA DA - 12.05.2024 KW - Gas distribution mapping KW - Spatial interpolation KW - Graph neural networks KW - Mobile robot olfaction PY - 2024 SN - 979-8-3503-7053-9 DO - https://doi.org/10.1109/isoen61239.2024.10556309 SP - 1 EP - 3 PB - IEEE AN - OPUS4-60103 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Nerger, Tino A1 - Neumann, Patrick P. A1 - Weller, Michael G. T1 - Drone-based Localization of Hazardous Chemicals by Passive Smart Dust N2 - We introduce a passive smart dust concept as a novel solution for environmental monitoring. Utilizing chemical reagents like colorimetric indicators and other chemosensors, these particles detect varying environmental conditions. We developed paper-based sensors that are both cost-effective and eco-friendly. In practical tests, these sensors, dispersed over a designated area, successfully identified hazardous substances by changing their color when exposed to acids or bases. This color change was remotely detectable using a drone-mounted color camera. The data thus obtained was processed through specialized software, accurately pinpointing areas of contamination. This method proves the efficacy and scalability of passive smart dust technology for real-time, environmentally sustainable remote sensing of hazardous materials T2 - 2024 IEEE International Symposium on Olfaction and Electronic Nose (ISOEN) CY - Grapevine, Texas, USA DA - 12.05.2024 KW - Indicator KW - Passive Smart Dust KW - Colorimetric Sensor KW - Drone KW - Cellulose KW - Environmental Monitoring KW - Confetti KW - Hazard Detection PY - 2024 SN - 979-8-3503-7053-9 VL - 1 SP - 1 EP - 3 PB - IEEE CY - Piscataway, NJ 08855-1331 USA AN - OPUS4-60176 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Patrick P. A1 - Hüllmann, Dino A1 - Winkler, Nicolas P. A1 - Lohrke, Heiko A1 - Lilienthal, A. J. ED - Lee, J. B. T1 - Outdoor Gas Plume Reconstructions: A Field Study with Aerial Tomography N2 - This paper outlines significant advancements in our previously developed aerial gas tomography system, now optimized to reconstruct 2D tomographic slices of gas plumes with enhanced precision in outdoor environments. The core of our system is an aerial robot equipped with a custom-built 3-axis aerial gimbal, a Tunable Diode Laser Absorption Spectroscopy (TDLAS) sensor for CH4 measurements, a laser rangefinder, and a wide-angle camera, combined with a state-of-the-art gas tomography algorithm. In real-world experiments, we sent the aerial robot along gate-shaped flight patterns over a semi-controlled environment with a static-like gas plume, providing a welldefined ground truth for system evaluation. The reconstructed cross-sectional 2D images closely matched the known ground truth concentration, confirming the system’s high accuracy and reliability. The demonstrated system’s capabilities open doors for potential applications in environmental monitoring and industrial safety, though further testing is planned to ascertain the system’s operational boundaries fully. T2 - 20th International Symposium on Olfaction and Electronic Nose CY - Grapevine, Texas, USA DA - 12.05.2024 KW - Aerial robot KW - TDLAS KW - Gas Tomography KW - Plume PY - 2024 SN - 979-8-3503-4865-1 DO - https://doi.org/10.1109/isoen61239.2024.10556071 SP - 1 EP - 3 PB - IEEE CY - USA AN - OPUS4-60107 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lohrke, Heiko A1 - Kohlhoff, Harald A1 - Neumann, Patrick P. ED - Lee, J. B. T1 - Robotic Scanning Absorption Spectroscopy for Methane Leak Detection: the Virtual Gas Camera N2 - This paper explores combining a gimbal-mounted tunable diode laser absorption spectroscopy (TDLAS) sensor and a video camera to create a virtual gas camera for methane leak detection. This provides a low-to-zero-cost extension of typical TDLAS gas tomography systems. A prototype setup mounted on a ground robot is evaluated. Results acquired using a simulated methane leak show the feasibility of the virtual gas camera, accurately detecting methane leaks by overlaying concentrations onto a visual image. While the acquisition time is significantly longer than for traditional gas cameras, potential enhancements are discussed. The study concludes that the virtual gas camera is feasible and useful, despite its longer acquisition time. It serves as a valuable software-only addition to typical TDLAS gas tomography systems, offering quickly-available on-site data augmentation for visual leak assessment at low-to-zero cost. T2 - 20th International Symposium on Olfaction and Electronic Nose CY - Grapevine, Texas, USA DA - 12.05.2024 KW - Mobile Robotic Olfaction KW - TDLAS KW - Gas Tomography KW - Gas Camera KW - Plume PY - 2024 SN - 979-8-3503-4865-1 DO - https://doi.org/10.1109/isoen61239.2024.10556012 SP - 1 EP - 3 PB - IEEE CY - USA AN - OPUS4-60109 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Popiela, Bartosz A1 - Günzel, Stephan A1 - Mair, Georg W. A1 - Seidlitz, Holger ED - Nabizada, A. ED - Dechany, A. ED - Carré, B. ED - Ghogare, D. ED - Stendardo, E. ED - Lappa, F. ED - Vanlaere, J. ED - Mendoza, M. J. ED - Dejonghe, M. ED - Daese, M. ED - Namazifard, N. ED - Jacops, R. ED - Jottrand, S. ED - Pahlavan, S. T1 - Modelling of the Manufacturing Process Related Residual Stresses in Type 4 Pressure Vessels for Hydrogen Storage N2 - The publication is an extended abstract on the modelling of the manufacturing process related residual stresses in type 4 pressure vessels for hydrogen storage. A 2D analytical model based on the classical laminate theory and a 3D finite element model are introduced. The calculated residual stress state after the filament winding process as well as the stress state in service are presented and discussed. T2 - European PhD Hydrogen Conference 2024 (EPHyC2024) CY - Ghent, Belgium DA - 20.03.2024 KW - Composite KW - Hydrogen KW - Pressure vessel KW - Residual stresses KW - Filament winding KW - Carbon fiber PY - 2024 VL - 2024 SP - 445 EP - 450 PB - Hydrogen Europe Research, BE-HyFE AN - OPUS4-59779 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Zinas, Orestis A1 - Papaioannou, Iason A1 - Schneider, Ronald A1 - Cuéllar, Pablo T1 - Multivariate Gaussian Process for 3D subsurface stratigraphy prediction from CPT and labelled borehole data N2 - Quantifying uncertainties in subsurface properties and stratigraphy can lead to better understanding of the ground conditions and enhance the design and assessment of geotechnical structures. Several studies have utilized Cone Penetration Test (CPT) data and employed Bayesian and Machine Learning methods to quantify the geological uncertainty, based on the Robertson’s soil classification charts and the Soil Behaviour Type Index (Ic). The incorporation of borehole data can reduce the stratigraphic uncertainty. Significant challenges can arise, however, mainly due to the intrinsic differences between field and laboratory-based soil classification systems, which can potentially lead to inconsistent soil classification. To this end, this study proposes a multivariate Gaussian Process model that utilizes site-specific data and: i) jointly models multiple categorical (USCS labels) and continuous (Ic) variables, ii) learns a (shared) spatial correlation structure and the betweenoutputs covariance, and iii) produces two types of dependent classification outputs. The results indicate that the integration of geotechnical and geological information into a unified model can provide more reliable predictions of the subsurface stratification, by allowing simultaneous interpretation of USCS and Ic profiles. Importantly, the model demonstrates the potential to integrate multiple variables of different types, aiming to contribute to the development of a methodology for joint modeling of geotechnical, geological and geophysical data. T2 - 7th International Conference on Geotechnical and Geophysical Site Characterization CY - Barcelona, Spain DA - 18.06.2024 KW - Geotechnical site-characterization KW - Probabilistic KW - Soil classification KW - Gaussian Process PY - 2024 SP - 1733 EP - 1740 AN - OPUS4-60712 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Erxleben, Kjell A1 - Kaiser, Sebastian A1 - Rhode, Michael A1 - Kannengießer, Thomas A1 - Kromm, Arne T1 - Reparaturschweißen zukünftiger, in Betrieb befindlicher Wasserstoffpipelines N2 - Wasserstoff leistet als Energieträger der Zukunft einen entscheidenden Beitrag zur nachhaltigen Energieversorgung, wobei der Transport auf Basis des europäischen Ferngasleitungsnetzes erfolgen wird. Bisherige Untersuchungen zur Werkstoffkompatibilität zeigen, dass die hier verwendeten, niedriglegierten Rohrstähle für Wasserstofftransport unter normalen Betriebsbedingungen (≤ 60 °C, max. 100 bar) grundsätzlich geeignet sind. Die Eignung kann nicht ohne Weiteres übertragen werden, sobald Reparaturschweißungen beispielsweise aufgrund von Wartungsarbeiten an druckführenden, in Betrieb befindlichen, Hochdruckgasleitungen erfolgen. Aus technisch-ökonomischen Gründen werden Schweißarbeiten dabei im Betrieb unter fortwährendem Druck und Gasfluss durchgeführt. Dies soll auch bei Wasserstoffpipelines erfolgen. Dazu im Erdgasnetz angewandte und etablierte Konzepte sind beispielsweise das „Hot-Tapping“ und „Stoppling“. Beim „Hot-Tapping“ wird eine druckführende Pipeline durch Anflanschen eines abgeschlossenen, druckdichten Systems aus Absperrventil und Bohrvorrichtung angebohrt. Dazu müssen sogenannte Überschieber (aus vorgeformten Zylinderhalbschalen) durch Längsnaht verbunden und dann mit Rohrrundnähten am Produktrohr verbunden werden. Für das zum überwiegenden Teil durchgeführte E-Hand-Schweißen sind dabei Vorwärmtemperaturen von ca. 100 °C bzw. 250 °C für die maximale Zwischenlagentemperatur einzuhalten. Besonderer Fokus liegt auf der Betrachtung dünnwandiger Leitungen, da hier beim Schweißen der Rundnähte die Austenitisierungstemperatur an der Innenseite der Pipeline überschritten wird. Dadurch wird eine signifikant höhere Wasserstoffaufnahme in den Leitungsstahl vermutet, mit einer möglichen Degradation der mechanischen Kennwerte bzw. Rissbildung. Durch die langen Schweiß- und Abkühlzeiten wird der Rohrleitungsstahl zudem teilweise stundenlang Temperaturen von bis zu 250 °C ausgesetzt. Neben der klassischen „Versprödung“ muss daher eventuell auch ein sogenannter Hochtemperatur-Wasserstoffangriff betrachtet werden. Diese vorliegende Studie gibt Einblick zur Übertragbarkeit der bekannten Konzepte aus der Erdgastechnik zum Reparaturschweißen. Dazu werden Möglichkeiten und Grenzen momentaner Prüfkonzepte sowie deren Weiterentwicklungen aufgezeigt. Dies umfasst bspw. geeignete Methodiken zur Werkstoffprüfung als auch skalierte Bauteilversuche unter realistischen Druckgas-Betriebsbedingungen einer Pipeline. In diesem Rahmen erfolgt auch die Kurzvorstellung des Kooperationsprojektes von BAM, DVGW und Ferngasnetzbetreibern „H2-SuD“ zum Einfluss der Temperaturführung und Rohrgeometrie auf die Wasserstoffaufnahme. T2 - DVS CONGRESS 2024 CY - Erfurt, Germany DA - 16.09.2024 KW - Reparaturschweißen KW - Pipeline KW - Wasserstoff KW - Im Betrieb PY - 2024 SN - 978-3-96144-269-0 VL - 395 SP - 341 EP - 349 AN - OPUS4-61478 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Kluge, Martin A1 - Habib, Abdel Karim A1 - van Wingerden, Kees T1 - Unterfeuerung von Flüssigwassersttofftanks - Topologie eines kritischen Behälterversagens N2 - In einer Versuchsreihe im Realmaßstab wurden drei Flüssigwasserstofftanks (LH2) unterfeuert. Hierbei sollte unter anderem geklärt werden, ob es, analog zu druckverflüssigten Gasen, zu einem BLEVE (Boiling Liquid Expanding Vapor Cloud Explosion) kommen kann. Die Experimente wurden auf dem Testareal Wasserstoffsicherheit des Testgeländes Technische Sicherheit der Bundesanstalt für Materialforschung und -prüfung (BAM-TTS) im Rahmen einer Forschungskooperation zwischen der BAM und Gexcon, als Teil des SH2IFT-Programms durchgeführt. Es handelte sich um doppelwandige, vakuumisolierte Tanks von 1 m³ Volumen. Die zylindrischen Tanks unterschieden sich durch ihre Ausrichtung (horizontal oder vertikal) und das verwendete Isoliermaterial (Perlit oder Mehrschichtisolierung (MLI). Der Füllgrad der Tanks betrug bei jedem der durchgeführten Tests etwa 35-40 %. Die Brandlast wurde homogen durch ein propangasbetriebenes Brennersystem erzeugt. Gemessen wurden die Bedingungen im Behälter (Temperaturen und Druck) sowie äußere Randbedingungen und Auswirkungen beim Versagen (Wärmestrahlung, Druckwellen, Flammenballentwicklung und Fragmentierung). Mit Bolometern wurde die Wärmestrahlung gemessen, die sowohl durch das Propanfeuer als auch durch einen möglichen Feuerball/BLEVE erzeugt wurde. Zur Messung der durch das Bersten von Behältern/BLEVEs erzeugten Druckwellen wurden sog. Pencil-Probes verwendet. Des Weiteren wurden mehrere Kameras zur Überwachung der Experimente eingesetzt: Normalbildkameras, Infrarot (IR)-Kameras und Hochgeschwindigkeitskameras, sowohl bodengestützt als auch mittels einer Drohne. Zwei der untersuchten Tanks, ein horizontaler und der vertikale, die beide mit Perlit isoliert waren, hielten der Brandbelastung stand, ohne dass es zu einem Behälterversagen kam. Der mit MLI isolierte horizontale Behälter barst nach 1 Stunde und 6 Minuten und erzeugte dabei einen Feuerball, Trümmerflug und eine Druckwelle. Neben der Beschreibung der Auswirkungen eines kritischen Versagens eines LH2-Tanks sind weitere Ziele der Arbeit die Identifizierung kritischer Behälterzustände sowie die Erstellung eines umfassendes Datensatzes der Trümmer des geborstenen Tanks. Die größten Abstände für kritische Abstände ergaben sich durch Fragmentwurf. Hier sollen 3D-Scans für die Verwendung in CAD und FEM Anwendungen bereitgestellt werden. Umfassende Daten zu den Fragmentwurfweiten, -massen und -positionen wurden bereits publiziert. Damit soll die Voraussetzung geschaffen werden, um vorhandene Wurfweitenmodelle, die bisher nur für einschalige Behälter konzipiert wurden auf ihre Eignung für mehrschalige Behälter zu überprüfen oder mögliche Anpassungen anhand der realen Daten vornehmen zu können. Zudem wurde damit begonnen die nicht geborstenen Tanks zu vermessen und zu zerlegen, um u.a. die Perlit-Schüttung auf Beeinträchtigungen durch den Transport und die Unterfeuerung zu untersuchen. T2 - Magdeburg-Köthener Brandschutz- und Sicherheitstagung 2024 CY - Magdeburg, Germany DA - 14.03.2024 KW - LH2 KW - Flüssigwasserstoff KW - Bleve KW - Tank KW - Bersten KW - Unterfeuerung PY - 2024 SN - 978-3-948749-42-2 SP - 117 EP - 126 CY - Magdeburg AN - OPUS4-59711 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bernardy, Christopher A1 - Habib, Abdel Karim A1 - Kluge, Martin A1 - Schalau, Bernd A1 - Kant, Hanjo A1 - Schulze, Marcel A1 - Orchini, Alessandro T1 - Sicherheitstechnische Untersuchungen von Wasserstoff Freistrahlflammen bei Hochdruck im Realmaßstab N2 - Wasserstoff als Energieträger gewinnt zunehmend an Bedeutung. Die Untersuchung von Störfallauswirkungen mit Wasserstoff rückt somit stärker in den Fokus. Da Wasserstoff meist unter Druck gelagert und transportiert wird, ist ein zu betrachtendes Szenario die Freisetzung aus einer Leckage mit anschließender Zündung. Die daraus resultierende Freistrahlflamme (Jet Flame) muss hinsichtlich der in die Umgebung emittierten Wärmestrahlung charakterisiert werden. In der Literatur existieren bereits verschiedene Modelle, welche jedoch vermehrt auf Daten aus Kohlenwasserstoffflammen mit geringem Impuls basieren. Zur Überprüfung dieser Modelle wird im Zuge des BAM internen H2 Jet Flame Projektes die sicherheitstechnische Untersuchung von impulsbehafteten Wasserstoff Freistrahlflammen vorgenommen. Hierfür finden Versuche im Realmaßstab auf dem Testgelände Technische Sicherheit der BAM (BAM-TTS) statt. Gegenstand der Untersuchungen ist die Beurteilung der Auswirkungen von realistischen Freisetzungsszenarien hinsichtlich der Flammengeometrie und der freigesetzten Wärmestrahlung. Dabei werden Parameter wie Freisetzungswinkel, Leckagedurchmesser (z.Zt. 1 mm bis 10 mm), Druck (z.Zt. bis max. 250 bar) und Massenstrom (bis max. 0,5 kg/s) variiert. Zusätzlich können auch Einflüsse wie Art der Zündung, Zündort sowie Zündung mit zeitlichem Verzug untersucht werden. Gewonnene Erkenntnisse werden mit den Ergebnissen bereits vorhandener Modelle verglichen und diese im Bedarfsfall weiterentwickelt. Insbesondere wird der Fokus auf die Modellierung der freigesetzten Wärmestrahlung von Wasserstoffflammen gelegt. Herausforderung dabei stellt die IR-Vermessung und Modellierung von Sichtmodellen der Flammen dar. Die Visualisierung der Flammengeometrie wird mit Hilfe mehrerer Infrarot Kamerasystemen (aus mindestens zwei Blickwinkeln) vorgenommen. Bisherige Messungen, die in der Literatur zu finden sind, basieren meist auf instationären Auströmbedingungen. Der hier verwendete Versuchsaufbau ermöglicht ein stationäres Ausströmen für mehrere Minuten und somit eine direkte Vergleichbarkeit mit den existierenden (stationären) Modellen. Weiterhin ist der Versuchsstand umrüstbar für Vergleichsmessungen mit Kohlenwasserstoffen (Methan etc.) sowie Mischungen aus Wasserstoff und Kohlenwasserstoffen. T2 - Magdeburg-Köthener Brandschutz- und Sicherheitstagung 2024 CY - Magdeburg, Germany DA - 14.03.2024 KW - Wärmestrahlung KW - Wassersoff KW - Freistrahlflamme PY - 2024 SN - 978-3-948749-42-2 SP - 137 EP - 146 CY - Magdeburg AN - OPUS4-59912 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Ebell, Gino A1 - Burkert, Andreas ED - Rogge, Andreas ED - Meng, Birgit T1 - Innovative Prüfverfahren für die Korrosionsprüfung von Beton- und Spannstählen N2 - Innovative Prüfverfahren sind immer dann gefordert, wenn z.B. neue Materialien in etablierte Bauweisen inte- griert werden und deren Mehrwert quantifiziert werden soll. Ebenso kommt es vor, dass bestehende Materia- lien mit aktuellen Prüfverfahren nicht hinreichend differenziert und beschrieben werden können. In beiden Fällen erarbeitet die BAM für den Bereich Korrosion und Korrosionsschutz geeignete Prüfverfahren. T2 - 11. Jahrestagung des DAfStb mit 63. Forschungskolloquium der BAM Green Intelligent Building CY - Berlin, Germany DA - 16.10.2024 KW - Korrosionsprüfung KW - Spannstählen KW - Beton KW - Korrosion PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-612972 SN - 978-3-9818564-7-7 SP - 60 EP - 67 PB - Bundesanstalt für Materialforschung und -prüfung (BAM) CY - Berlin AN - OPUS4-61297 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schubert, Sven A1 - Komann, Steffen A1 - Neumann, Martin A1 - Reichardt, Adrian A1 - Müller, Lars A1 - Wille, Frank T1 - Ageing management measures of transport packages for radioactive materials N2 - The consideration of ageing mechanisms is with integration into the IAEA-requirements now obligatory for the design of transport packages. For packages intended to be used for shipment after storage the consideration of the effects of ageing mechanisms during storage in safety analyses and the implementation of corresponding instructions for operation and maintenance are required. Therefore, these packages have been maintained during storage in a manner that all requirements specified in the IAEA-requirements and in the applicable certificates of approval have been fulfilled. BAM is the competent authority in Germany for evaluating the thermal and mechanical design of packages for the transport of radioactive materials. In this context, BAM also evaluates the aging mechanisms and aging effects occurring during the long-term storage period of such transport packages. BAM has developed a guideline for the implementation of ageing assessment and of the measures for ageing management into the approval procedure based on IAEA-requirements. The goal of the presented paper is to introduce this guideline and the general approach for ageing management requirements and to describe the application to a specific package design. The type and amount of the ageing management not only depend on the use of the packaging, but also on the accessibility of the components that are considered in the ageing assessment. The different operating phases of a packaging are considered for the ageing assessment, such as loading, interim storage or transport. The implementation of measures for ageing management is divided into three levels – systemic measures, package design related measures and documentation. The systemic measures are attributed to the general management system and define the whole activities for organization of ageing management like structure, responsibilities, documentation, reports and evaluation. The package design related measures are defined in an ageing management plan. These measures shall ensure that the anticipated changes of the package design under consideration of ageing effects still complies with the design approval specification. Therefore, an ageing surveillance program and, if necessary, a gap analysis program shall be developed. The ageing management documentation ensures the continuous documentation of the compliance of a specific package to the approved package design, comprising mainly records resulting from operation and surveillance. T2 - RAMTRANS 2024 CY - London, United Kingdom DA - 15.05.2024 KW - Radioactive Materials KW - Ageing Management KW - Transport Packages KW - Dual Purpose Casks PY - 2024 VL - 2024 SP - 1 EP - 8 PB - Nuclear Institute CY - London AN - OPUS4-60186 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wosniok, Aleksander A1 - Schukar, Marcus A1 - Woody, Paul A1 - Wang, Bin A1 - Breithaupt, Mathias A1 - Kriegsmann, Andreas T1 - Distributed fiber optic strain sensing for structural health monitoring of 70 MPa hydrogen vessels N2 - We report on the development and testing of 70 MPa hydrogen pressure vessels with integrated fiber optic sensing fibers for automotive use. The paper deals with the condition monitoring of such composite pressure vessels (CPVs) using the optical backscatter reflectometry (OBR) applied for a distributed fiber optic strain sensing along fully integrated polyimide-coated single-mode glass optical fiber (SM-GOF). The sensing fibers were embedded into the vessel structure by wrapping them over the polymer liner during the manufacturing process of the carbon fiber reinforced polymer (CFRP). Detecting local strain events by the integrated fiber optic sensors can be an opportunity for monitoring the material degradation of CPVs under static and cyclic loading. T2 - 11th European Workshop on Structural Health Monitoring CY - Potsdam, Germany DA - 10.06.2024 KW - Fiber optic sensor KW - Distributed strain sensing KW - Composite pressure vessel KW - Structural health monitoring KW - Fiber-reinforced plastics PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-603105 SP - 1 EP - 8 PB - NDT.net AN - OPUS4-60310 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Liepold, Philipp A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Einfluss des Einspanngrades auf die Bildung von Erstarrungsrissen in Überlappverbindungen hochfester Stähle N2 - Im Beitrag werden Ergebnisse aus Versuchen mit dem Controlled Thermal Severity (CTS)-Test vorgestellt, der für sehr stark eingespannte Kehlnähte bekannt ist. Niedriglegierte Schweißungen an hochfesten Stählen sind nicht anfällig für Erstarrungsrissbildung. Unter dem besonderen Einfluss eines hohen Einspanngrades wurde die Erstarrungsrissneigung durch Abmessen der Rissflächen als Funktion der Schweißparameter und des Einspanngrades für vier hochfeste Schweißzusätze im MAG-Schweißen untersucht. Die Tests zeigen, dass sowohl eine Erhöhung des Einspanngrades als auch eine Änderung der Schweißparameter (hinsichtlich Streckenenergie und Geschwindigkeit) zu mehr Erstarrungsrissfläche führen. Besonders die Kombination aus sehr hohem Einspanngrad und hoher Streckenenergie plus hoher Schweißgeschwindigkeit sollte im Sinne der Erstarrungsrissminimierung vermieden werden. T2 - DVS-Congress CY - Erfurt, Germany DA - 16.09.2024 KW - CTS KW - Erstarrungsrisse KW - Kehlnähte PY - 2024 VL - 2024 SP - 193 EP - 200 AN - OPUS4-61069 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schröder, Nina T1 - Auswirkungen von Ti und Nb auf die physikalisch simulierten WEZ- Bereiche von hochfestem Feinkornbaustahl S690QL N2 - Mikrolegierungselemente, wie Nb und Ti, sind für die signifikante Festigkeitssteigerung von vergüteten, hochfesten Feinkornbaustählen mit einer Nominalstreckgrenze ≥ 690 MPa unerlässlich. Nominalvorgaben zur chemischen Zusammensetzung geben den Herstellern dieser Stähle dabei nur obere Grenzwerte für die Legierungsanteile in der chemischen Zusammensetzung vor. Weiterhin wirken sich bereits kleine Abweichungen in der Legierungsroute teilweise drastisch auf die mechanischen Eigenschaften aus. Somit wird eine adäquate Vorhersage der Schweißeignung und der Integrität der Schweißverbindung aufgrund der variierenden Mikrostruktur erschwert oder ist gar nicht möglich. Unerwünschte Nebeneffekte sind die mögliche Erweichung der Wärmeeinflusszone (WEZ) als auch der gegenteilige Effekt der Aufhärtung. Vor diesem Hintergrund werden erstmals systematisch die unterschiedlichen Mikrolegierungsrouten mit variierenden Ti- und Nb-Gehalten an Versuchsschmelzen untersucht. Die Stahlgüte S690QL bildet dabei die Grundlage der chemischen Zusammensetzung sowie der entsprechenden Wärmebehandlung. Zur Untersuchung des Einflusses von unter-schiedlichen Mikrolegierungsrouten auf die Ausbildung der WEZ wurden physikalische Simulationen an Abschreckproben an einem Dilatometer durchgeführt. Der Fokus der analytischen Betrachtungen lag hier auf der Identifikation der Phasenumwandlungen beim Abkühlen und der finalen WEZ-Gefüge. Ein besonderes Untersuchungsmerkmal bestand in der vorliegenden Arbeit bei der Untersuchung des doppelten Anlassvorganges bzw. der Simulation der interkritischen WEZ (IKWEZ), die sich beim Mehrlagenschweißen ausbildet. Ergeb-nisse haben gezeigt, dass der Effekt unterschiedlicher Mikrolegierungsrouten einen signifikanten Einfluss auf die Ausbildung der einzelnen WEZ-Bereiche aufweist. Insbesondere haben Einflüsse, wie die thermische Stabilität der Ausscheidungen wie Ti- oder Nb-Karbonitride und Synergieeffekte zwischen anderen Elementen wie Mo eine Wirkung auf die Phasenumwandlung in der WEZ. Die Ergebnisse lassen sich gut mit den realen Schweißungen kongruieren und stellen hier eine systematische Validierung und einen umsetzbaren Wissenstransfer in die Entwicklung der Stahlherstellung und ihrer fügetechnischen Verarbeitung dar. T2 - DVS CONGRESS 2024 CY - Erfurt, Germany DA - 16.09.2024 KW - WEZ-Erweichung KW - Mikrolegierungseinflüsse KW - Dilatometrie PY - 2024 SP - 1 EP - 9 AN - OPUS4-61379 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schröpfer, Dirk A1 - Reichel, Levin A1 - Kannengießer, Thomas T1 - Beanspruchungsgerechte Reparatur von Schweißverbindungen bei der Fertigung von Bauteilen aus hochfesten Feinkornbaustählen N2 - Zunehmende Anlagengrößen im Bereich Windenergie erfordern hochfeste Stähle, um vorhandene Leichtbaupotenziale auszuschöpfen. An die schweißtechnische Verarbeitung dieser Stahlgüten werden hohe Anforderungen gestellt. Bei mittels zerstörungsfreier Prüfung festgestellten Fehlstellen empfehlen geltende Verarbeitungsrichtlinien lokales Ausfugen und Reparaturschweißen. Degradationen der speziellen hochfesten Gefüge und Werkstoffeigenschaften sowie hohe Schrumpfbehinderungen der umliegenden Struktur ausgefugter Bereiche erhöhen das Risiko erneuter Schweißdefekte, insbesondere durch Überlagerung von globalen und lokalen schweißbedingten Eigenspannungen nach dem Reparaturschweißen. Fehlende Informationen über geeignete Reparaturkonzepte in den Regelwerken können dazu führen, dass reparaturbedingte Beanspruchungen unzureichend berücksichtigt werden. Das FOSTA-Vorhaben P1311 (IGF20162N) fokussiert das Reparaturschweißen zweier hochfester Stähle: S500MLO für Offshore-Anwendungen und S960QL für Errichterstrukturen, z. B. Mobilkräne. Simulationen von Einspannbedingungen und Bauteilanalysen sowie Versuche mit anwendungs- bzw. realitätsnahen Bauteilstrukturen ließen sich auftretende schweißbedingte Beanspruchungen mittels Röntgendiffraktometrie (XRD), Härtemessungen und metallografischer Untersuchungen ermitteln. In diesem Beitrag steht die Interaktion aus Wärmeführung und konstruktiver Steifigkeit als Einfluss auf die entstehenden Beanspruchungen bei einfacher und mehrfacher Reparatur im Vordergrund. Die Ergebnisse zeigen, dass sich risskritische Eigenspannungen durch adaptierte Wärmeführungskonzepte vermeiden lassen, und dass dies eine Grundlage für Verarbeitungsempfehlungen und für normative Vorgaben ist. Dies kann insbesondere kleine und mittelständischen Unternehmen bei einer wirtschaftlichen, beanspruchungsgerechten Reparatur hochfester geschweißter Bauteilen unterstützen. T2 - DVS Innovationstage 2024 CY - Düsseldorf, Germany DA - 10.04.2024 KW - Mod. Sprühlichtbogen KW - Reparaturschweißen KW - Thermisches Ausfugen KW - Offshore KW - P1311 PY - 2024 SP - 120 EP - 126 AN - OPUS4-61931 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Wandtke, Karsten A1 - Engelking, Lorenz A1 - Schröpfer, Dirk A1 - Scharf-Wildenhain, Ronny A1 - Hälsig, Andre A1 - Kromm, Arne A1 - Kannengießer, Thomas T1 - Fertigungsbedingte Beanspruchungen und Kaltrisssicherheit in generativ gefertigten Bauteilen aus hochfesten Feinkornbaustählen N2 - Additive Fertigungsverfahren wie das Direct Energy Deposition-Arc (DED-Arc) oder Wire Arc Additive Manufacturing (WAAM) ermöglichen die effiziente Herstellung gewichtsoptimierter, endkonturnaher Bauteile im modernen Stahlbau. Steigerungen der Effizienz können durch den Einsatz hochfester Stähle erreicht werden, insbesondere durch Verringerung von Wandstärken und Bauteilgewicht sowie signifikante Einsparung von Kosten, Zeit und Ressourcen. DED-Arc Schweißzusatzwerkstoffe sind bereits auf dem Markt verfügbar, allerdings fehlen Richtlinien und quantitative Kenntnisse über die schweißbedingte Beanspruchung während der Fertigung und im Betrieb, welche den industriellen Einsatz stark limitieren. In einem gemeinsamen Projekt der BAM und der Technischen Universität Chemnitz wurden die wesentlichen Einflüsse und komplexen Wechselwirkungen von Werkstoff, Fertigungsverfahren, Konstruktion und Bearbeitungsschritten auf die Eigenspannungen untersucht. Ziel war es, den stahlverarbeitenden Anwendern, insbesondere KMU, eine risssichere und beanspruchungsgerechte Herstellung und Modifizierung von Bauteilen und Halbzeugen aus hochfesten Feinkornbaustahl unter Verwendung MSG-basierter generativer Verfahren zu ermöglichen. T2 - DVS Innovationstage 2024 CY - Düsseldorf, Germany DA - 10.04.2024 KW - Wire Arc Additive Manufacturing (WAAM) KW - Feinkornbaustähle KW - Additive Fertigung KW - Kaltrisssicherheit KW - Direct Energy Deposition-Arc (DED-Arc) PY - 2024 SP - 96 EP - 104 AN - OPUS4-61932 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Neumann, Martin A1 - Feldkamp, Martin A1 - Linnemann, Konrad A1 - Wille, Frank T1 - Transport of HLW canisters on sea vessels N2 - Germany had been transporting spent fuel to the reprocessing plant in Sellafield and La Hague for decades until around 2005. Resulting from the obligation to take back the vitrified high-level waste from reprocessing six CASTOR® HAW28M filled with 168 canisters with radioactive waste in vitrified form were transported from Sellafield to the interim storage facility Biblis in 2020. Rail wagons were used for the transport to the port in Barrow-in-Furness, where they were loaded into a dedicated seagoing vessel, certified as INF Class 3 according to the INF Code. This was the first time that vitrified high level waste with considerable heat load was transported under a German design approval certificate. BAM was involved in the authority assessment of the conditions for the sea transport. For the first transport BAM required among others, assessment of temperature distribution during transport, logging of temperatures of cargo bays and graphical imaging of temperatures of the bay with the cask in order to ensure compliance with temperature specifications, e.g. maximal neutron absorber and gasket temperatures. Special interest was taken in the identification of possible events exceeding the specified temperatures considering the different philosophies of IMDG code and its supplement INF code regarding temperature control of hatches. Results show compliance with assumed conditions. T2 - RAMTrans 2024 CY - London, United Kingdom DA - 14.05.2024 KW - Transport KW - Spent nuclear fuel KW - Ship KW - Sea KW - High level waste PY - 2024 SP - 1 EP - 8 AN - OPUS4-60092 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Karapanagiotis, Christos A1 - Heimann, Jan A1 - Duffner, Eric A1 - Charmi, Amir A1 - Schukar, Marcus A1 - Hashemi, Seyedreza A1 - Prager, Jens T1 - Towards predictive maintenance of hydrogen pressure vessels based on multi-sensor data fusion and digital twin modeling N2 - Hydrogen pressure vessels are among the most essential components for reliable hydrogen technology. Under current regulations, a mostly conservative strategy is employed, restricting the usage time of hydrogen pressure vessels without providing information on the real remaining lifetime. During the service life, pressure vessels are inspected periodically. However, no established method that can provide continuous monitoring or information on the remaining safe service life of the vessel. In this paper, we propose a sensor network for Structural Health Monitoring (SHM) of hydrogen pressure vessels where data from all sensors are collected and centrally evaluated. Specifically, we integrate three different SHM sensing technologies namely Guided Wave ultrasonics (GW), Acoustic Emission testing (AT), and distributed Fiber Optic Sensing (FOS). This integrated approach offers significantly more information and could therefore enable a transition from costly and time-consuming periodic inspections to more efficient and modern predictive maintenance strategies, including Artificial Intelligence (AI)-based evaluation. This does not only have a positive effect on the operational costs but enhances safety through early identification of critical conditions in the overall system in real-time. We demonstrate an experimental set-up of a lifetime test where a Type IV Composite Overwrapped Pressure Vessel (COPV) is investigated under cyclic loading instrumented with AT, FOS, and GW methods. We acquired data from the sensor network until the pressure vessel failed due to material degradation. The data collected using the three different SHM sensor technologies is planned to be evaluated individually, using data fusion, and AI. In the future, we aim to integrate the measurement setup into a hydrogen refueling station with the data stream implemented into a digital signal processing chain and a digital twin. T2 - 11th European Workshop on Structural Health Monitoring CY - Potsdam, Germany DA - 10.06.2024 KW - Acoustic emission KW - Ultrasonic guided waves KW - Fiber optic sensors KW - Hydrogen KW - Pressure vessels KW - Structural health monitoring KW - Machine learning PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-602764 UR - https://www.ndt.net/search/docs.php3?id=29702 SP - 1 EP - 8 PB - NDT.net AN - OPUS4-60276 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Karapanagiotis, Christos A1 - Schukar, Marcus A1 - Breithaupt, Mathias A1 - Duffner, Eric A1 - Ulbricht, Alexander A1 - Prager, Jens A1 - Krebber, Katerina T1 - Structural health monitoring of hydrogen pressure vessels using distributed fiber optic sensing N2 - We report on distributed fiber optic sensing-based monitoring of hydrogen composite overwrapped pressure vessels (COPV) to simultaneously increase the operational lifespan and mitigate maintenance costs. Our approach represents, to the best of our knowledge, the first application of distributed fiber optic sensing for COPV Type IV monitoring, where the sensing fibers are attached to the surface, rather than integrated into the composite material. Specifically, we attach an optical fiber of 50 m to the pressure vessel's surface, covering both the cylindrical and dome sections. We note that our fiber optic sensing technique relies on swept wavelength interferometry providing strain information along the entire length of the optical fiber with high spatial resolution even at the millimeter scale. When the vessel is pressurized, the sensing optical fiber shows a linear strain response to pressure at every position along the fiber. After thousands of load cycles, the vessel finally fails with the optical fiber detecting and precisely localizing the damage in the vessel’s blind dome area. Furthermore, we discuss the potential of state-of-the-art signal processing methods and machine learning for advancing predictive maintenance. This could reduce the number of regular inspections, mitigate premature maintenance costs, and simultaneously increase the vessel’s remaining safe service life. We believe that the structural health monitoring of hydrogen pressure vessels with fiber optic sensors can enhance trust in hydrogen technology contributing to the energy transition in the future. T2 - 11th European Workshop on Structural Health Monitoring CY - Potsdam, Germany DA - 10.06.2024 KW - Hydrogen KW - Fiber optic sensors KW - Composites KW - Machine learning KW - Structural health monitoring PY - 2024 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-602731 UR - https://www.ndt.net/search/docs.php3?id=29701 SP - 1 EP - 7 PB - NDT.net AN - OPUS4-60273 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Otremba, Frank A1 - Romero Navarrete, J. A. T1 - Assesing rail damage in turns due to lateral load transfer N2 - A testing procedure is proposed and used, to estimate the rail damage potentials of variations in both, the height of the cargo´s center of gravity and the railway car suspension´s spring constant. The experimental setup consist ed of a tilt table that slowl y exer ted an increasing lateral acceleration on a two axle bog ie type vehicle equipped with a spring supported container. The potential damaging effect derived from the resulting lateral load transfer, was assessed on the basis of the fourth power law. Results suggest that the cargo having a higher center of gravity could be more damagi ng to the outside rail when compared with the effect of the shorter center of gravity of the cargo, in a range from 0.94% to 3.17%, as a function of the spring constant of the suspension. Consequently and comparatively there would be a long term damaging effect on the rail when having a cargo with a high er center of gravity, so that specific cargo, having a high center of would be more aggressive to the infrastructure On the other hand for the range of time rate changes of the lateral acceleration, it was not found a consisten t trend regarding the effect of the value of the spring constant on the magnitude of the load transfers . T2 - IMECE 2024 CY - Portland, Oregon, USA DA - 17.11.2024 KW - Railway damage KW - Load transfer KW - Fourth power law KW - Experimental methods KW - Center of gravity KW - Tilt table KW - Suspension spring constant PY - 2024 SN - 978-0-7918-8869-8 SP - 1 EP - 4 PB - ASME AN - OPUS4-61785 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -