TY - CONF A1 - Costard, René T1 - Auswirkungsbetrachtungen auf Strukturen T1 - Scaling of Blast Effects on Reinforced Concrete Structures N2 - Protection against terroristic or accidental scenarios in industrial settings requires suitable designs of structures to resist blast loads. Field testing as well as finite element simulations are among the techniques available to engineers in the understanding of the structural behavior against blast loading. As blast testing of complex scenarios can be very resource intensive, tests are generally performed for simplified scenarios. Numerical tools can be used to model these scenarios to get better insight into blast loading, structural response, and the resulting damage to the structure. During the next steps, the simplified scenario is successively modified in numerical simulations to incorporate complexities that cannot be covered in blast testing experiments. One of the conditions for this approach to work is that the original simplified numerical simulation is valid. The scopes and challenges encountered in such a validation are the focus of this presentation/article. A relatively ‘simple’ field test of a horizontal reinforced concrete (RC) slab subjected to blast loading is taken as an example for validation of the performance of numerical tools. The blast test incorporated various measurement techniques to quantify the blast load as well as the behavior of the RC slab. Blast load was measured using flush mounted piezoelectric pressure gauges, whereas acceleration sensors and fiber-optic sensor cables were used to characterize the dynamic behavior of the slab under blast loading. Additionally, damage characteristics were ascertained also using fiber optic sensing. The application of such measurement techniques, along with different numerical software available for the analysis of the scenario in question, demonstrate the scope of our contribution. When it comes to the challenges, it begins with proper instrumentation of the test specimen followed by the data processing. For numerical modelling, geometric conditions with appropriate boundary constraints, physical conditions such as the configuration of the rebars, as well as material parameters add to this challenge. The issues of choosing appropriate material models and comparison of results with multiple software tools will be discussed. This discussion forms the basis for a coherent approach to technical-safety assessment of blast effects on structures in its broader sense. T2 - Beiratssitzung Infrastruktur CY - Berlin, Germany DA - 11.04.2024 KW - Blast KW - Scaling KW - Fiber optic sensing KW - CFD KW - FEM PY - 2024 AN - OPUS4-59849 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Costard, René T1 - Explosionsauswirkungen auf Strukturen Versuche und Simulationen N2 - Vorstellung der Versuche von Explosionsversuchen auf dem TTS. Diese werden ergänzt durch die Ergebnisse durchgeführter Simulationen und zeigen die Wirkung von zivilen Explosivstoffen auf Gebäudestrukturen und die aufgetretenen Schädigungen. T2 - 46. Informationstagung Sprengtechnik CY - Siegen, Germany DA - 25.04.2025 KW - Explosivstoff KW - Skalierung KW - Strukturauswirkung KW - Numerische Simulation PY - 2025 AN - OPUS4-62998 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Agasty, Amit T1 - Structural behavior and damage assessment of a reinforced concrete wall by various NDT methods and embedded sensors under blast-loading N2 - A safety or security related assessment of explosions, accidental and intentional scenarios alike, often necessitate performance of replication-tests. Such test results are necessary to clarify the causes within the scope of forensic investigations. To gain important insights into the behavior of structures and materials under such loading, field tests may also be performed in accordance with different test standards. To determine the resistance of building-structures after explosions, estimation of the residual load-bearing capacity in addition to the assessment of dynamic structural response and damage to the building components is important. In most cases an evaluation of structural integrity is based only on the visual damage, resulting in an overestimation of the residual capacity. The Bundesanstalt für Materialforschung und -prüfung (BAM) operates the Test site for Technical Safety (TTS) on an area measuring about 12 km2 in the Federal State of Brandenburg for execution of true-to-scale explosion tests. At the TTS, building component testing was performed to assess the suitability of different non-destructive testing methods to characterize the dynamic structural response and damage resulting from the detonation of high explosives. Different blast-loading scenarios were realized by varying the net explosive mass and the standoff distance with all scenarios representing a near-field detonation. The test object was a reinforced concrete wall 2 m high, 2.5 m wide and 20 cm thick, fixed at both vertical edges. The dynamic loading of the wall was characterized with 8 piezoelectric pressure sensors flush-mounted on the front surface, thus measuring the reflected pressures from the shock wave. The tests were conducted with the aim of characterizing the global behavior of the wall under dynamic shock loading and the resulting local damage pattern, respectively. High speed digital image correlation was implemented in combination with multiple acceleration sensors to observe the rear surface of the wall to chart the dynamic deflection during the loading and to determine the residual deformation after the loading had ceased. In addition, one test specimen was instrumented with fiber optic sensor cables, both fixed to the rebars and embedded in the concrete-matrix, respectively. Firstly, these sensors were interrogated during the blast test by a distributed acoustic sensing (DAS) device using a particularly high sampling rate to measure the shock-induced vibrations in the structure with high temporal resolution. This delivers information on dynamics of compression and tension cycles from within the structure. Secondly, the local damage-pattern emerging during the series of blasts was determined via distributed fiber optic strain sensing (DSS) by interrogating the embedded fiber optic sensors with a high spatial resolution DSS device after each blast. This enabled the characterization of non-visual damage to the structure, in particular with regard to the formation of localized cracks in the concrete matrix. The DSS was further complimented by a structure-scanner based on ultrasonic measurements. Our contribution describes this new test approach in detail. Results of the three datasets, namely dynamic shock loading, global behavior of the test object and the local damage pattern will be presented. The suitability of the implemented measurement methods will be discussed in combination with the challenges in their application for technical safety evaluation of building components under explosive loading. T2 - 26th International Symposium on Military Aspects of Blast and Shock (MABS26) CY - Wollongong, Australia DA - 03.12.2023 KW - Blast tests KW - Reflected pressure KW - Embedded sensors KW - Distributed fiber optic sensors KW - Acceleration sensors KW - Digital image correlation KW - Ultrasonic structure-scanner PY - 2023 AN - OPUS4-58927 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Costard, Rene A1 - Hering, Marcus T1 - Explosionsauswirkungen auf Strukturen N2 - Wir berichten über die Entwicklungen des AP2 im Hinblick auf Explosionsauswirkungen auf Strukturen und den Weg zur systematischen messtechnischen Erfassung zur ganzheitlichen Bewertung der Bauwerksicherheit unter Detonationsbelastung. Zusätzlich werden die Vorführungen zu Kontaktdetonationen während der 16. Informationsveanstaltung Sprengstoffe und Pyrotechnik vorgeführt. T2 - 16. Informationsveranstaltung Sprengstoffe und Pyrotechnik CY - Berlin, Germany DA - 20.05.2025 KW - Explosion KW - Kontaktdetonation KW - Blast PY - 2025 AN - OPUS4-63192 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gerbeit, Marco A1 - Seeber, Henrik A1 - Grasse, Dennis A1 - Donner, Marcel A1 - Grobert, Steffen A1 - Krentel, Daniel T1 - Test set-up for reproducible shock wave generation N2 - A test setup was developed at the BAM test site to generate and record reproducible, adjustable shock waves resulting from gas detonations. The setup is used to study the impact of blasts on humans and structures with short setup times. To further develop this innovative test bench and improve reproducibility, the ignition source and gas composition is analysed in more detail. The experimental setup consists of a cylindrical pressure vessel (autoclave) that is operated with acetylene and oxygen at ambient pressure. The elevated pressure resulting from the combustion process is released through an orifice by the instantaneous rupture of a diaphragm. The shock propagates symmetrically into the free field, where it interacts with the models and sensors to be analysed. With this design, shock waves with a typical ideal Friedlander waveform characteristic, except for a reflection and a muzzle blast-like behavior that deviates from the ideal characteristics, can be generated. This setup enables an average peak overpressure of 88 kPa. By using exploding wires as an ignition source in comparison to a fusehead, the reproducibility was significantly increased during the test to σ=2.8 kPa from σ=9.5 kPa previously. The presented data confirms the quality and reliability of this setup in generating realistic, reproducible shocks. KW - Overpressure KW - Shock wave KW - Blast KW - Ignition source KW - Autoclave PY - 2025 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-637859 DO - https://doi.org/10.1016/j.jlp.2025.105736 SN - 0950-4230 VL - 98 SP - 1 EP - 6 PB - Elsevier Ltd. AN - OPUS4-63785 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Soruco Aloisio, Ricardo A1 - Klaus, Christian T1 - Auf dem Weg zu einer digitalen Qualitätsinfrastruktur - Use Case Wasserstofftankstelle N2 - Im Rahmen der von der BAM und anderen Partnern ins Leben gerufenen Initiative „Digitale Qualitätsinfrastruktur“ liegt der Fokus u.a. auf der Entwicklung von neuen Zertifizierungsworkflows. Dabei ist eine besondere Bedeutung dem Zusammenführen von Operational Technology (OT) und Informationstechnik (IT) beizumessen. Zur Datenintegration aus der Sensor-Feldebene einer Versuchs-wasserstofftankstelle wurde eine solche Infrastruktur zunächst in einer Laborumgebung aufgebaut. T2 - Hannover Messe 2024 - Speakers Corners CY - Hannover, Germany DA - 23.04.2024 KW - IT KW - OT KW - Infrastruktur KW - Datenintregration KW - VPN KW - Verwaltungsschale KW - Open Source KW - Software PY - 2024 AN - OPUS4-59930 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klaus, Christian T1 - Verwaltungsschale Industrie 4.0 N2 - Die Veranstaltung richtet sich an alle Mitarbeiter der BAM. Ziel ist es, allen eine Idee zu vermitteln, was die Verwaltungsschale ist und wie sie angewendet werden kann. Die Zuhörer sollen hinterher eine Idee haben, ob bei ihrer eigenen Arbeit potenzielle Anknüpfungspunkte bestehen. Inhalt: • Beispiel aus QI Digital als Motivation (Problemstellung) • Beschreibung der VWS als Lösungsansatz für einheitliche Datenstrukturierung (mit verschiedenen Nutzern) • Fokus liegt nicht auf Neuentwicklung, sondern auf der Nutzung vorgeschlagener Werkzeuge und Standards der Industrie 4.0 • Struktur der Verwaltungsschale T2 - BAM Kolloquium CY - Berlin, Germany DA - 29.05.2024 KW - Verwaltungsschale KW - Digitaler Zwilling KW - Interoperabilität PY - 2024 AN - OPUS4-63498 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rogge, Andreas T1 - Large scale impact tests with reinforced concrete plates for impact safety N2 - As part of a nuclear safety research project, large-scale impact tests were conducted on reinforced concrete slabs to investigate the structural integrity of containment structures under aircraft crash scenarios. The aim was to experimentally validate numerical models for both hard and soft impact conditions. Using a drop tower, concrete slabs were subjected to controlled impacts with a 404 kg impactor dropped from a height of 9.5 meters. The tests included force measurements, photogrammetric evaluations, and 3D scans to analyze deformations and damage. A total of six impact experiments were performed (2x hard impact, 2x combined hard/soft impact). The results provide a robust basis for advancing safety assessments of nuclear facilities. T2 - SMiRT28 - 28th International Conference on Structural Mechanics In Reactor Technology CY - Toronto, Canada DA - 10.08.2025 KW - Experimental mechanics KW - Aircraft crash scenario KW - Coupled impact loading PY - 2025 AN - OPUS4-64126 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - THES A1 - Lengas, Nikolaos T1 - Parameter study of impact targets in the drop test of packaging for dangerous goods N2 - Within the transportation chain, impact loading of dangerous goods packagings can happen. Thus, a package’s resistance against mechanical damage needs to be assessed. In the context of dangerous goods transport, drop tests are used for damage assessment as a part of packaging approval. Hence, a horizontal, flat unyielding surface must be provided to ensure maximum damage on impact and univocal test results. Leading adopted regulations like ADR/RID reference ISO 2248 to specify the requirements for the impact surface. The main requirement states that the impact surface must belong to an impact target with a mass at least 50 times higher than that of the heaviest package to be tested. However, many manufacturers in Germany, especially manufacturers of fibreboard boxes, do not have their own testing device with the required mass ratio for the drop test. Furthermore, the necessity of requirement revision has been addressed at UN level. It is unclear if mass ratio is the decisive criterion or if alternative design parameters can be defined to guarantee rigidity of the impact surface. The focus of the research reported in this thesis lays in the development and implementation of an analysis and testing concept for a comprehensive investigation of impact targets in drop testing. To this end, an experimental setup consisting of regulation compliant model impact targets is used in drop tests with two packaging types of significantly different mechanical properties. The variation of drop test parameters, such as the mass ratio, provides new insights into their respective significance in the drop test outcome. In addition, experimental findings are enhanced with numerical Finite-Element (FE) analyses to propose new improved criteria which incorporate all relevant influencing factors. In this way, firstly, critical impact target designs can be identified, and secondly, the kinetic energy of a real impact target in a drop test can be reliably approximated and compared to the respective theoretical threshold derived from a worst-case assumption. Thus, the rigid mass ratio currently specified in ISO 2248 can be regarded obsolete. The results of this work are highly beneficial for industrial application since they form the basis for introducing a standardized method for evaluating impact targets, replacing the 50 times mass ratio requirement. This would enable manufacturing and testing facilities to ensure a uniform level of safety assessment and to avoid the considerably high construction costs of impact targets with mass ratio of 1:50 in relation to packaging gross masses of several hundred kilograms. Hence, to make the results attained under laboratory conditions usable in practical application, preliminary investigations of the mechanical response of installed impact targets are conducted. For this purpose, important factors such as the interaction between impact target and ground in dynamic impact testing conditions are examined using validated FE models to establish an evaluation method. The investigations aim to create the basis for the revision of ISO 2248 and to define a standardized reference method for impact target characterization. KW - Drop test KW - Structural dynamics KW - Dangerous goods packaging KW - Mass ratio KW - Finite-element-method PY - 2025 DO - https://doi.org/10.14279/depositonce-24333 SP - 1 EP - 189 CY - Berlin AN - OPUS4-64090 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rosenbusch, Sjard Mathis T1 - Mesh-convergence and gradient-enhanced models in blast simulations of concrete structures N2 - Blast experiments on reinforced concrete structures are often limited to small structures and therefore simple shock waves. Such experiments are carried out at the Bundesanstalt für Materialforschung und -prüfung (BAM) and the structural response is investigated using several measuring methods. Complex load scenarios that occur as a result of reflection of the shock wave in larger structures are harder to realise in practice. Numerical simulations for the propagation of the shock wave and the structural response can therefore be an alternative method for the investigation of blast loads on complex structures. For the simulation of concrete under impact and blast loads, several local constitutive models exist that are formulated as plasticity models with softening taken into account by introducing a scalar damage field. Local damage models however often lead to mesh-dependent results which do not converge with mesh refinement. In order to achieve meaningful predictions from numerical experiments, independence from the mesh is needed. In this contribution, the JH2 model (Johnson and Holmquist 1994) with a parameter set for concrete is investigated in a simple blast load scenario. The shockwave is implemented as a simplified Friedlander-curve and the overpressures are applied as a boundary condition for the structural simulation. In order to account for large displacements that can occur during blast loads, an updated Lagrangian formulation is utilised. A Runge-Kutta method with adaptive time stepping is used to advance the solution in time. The open source FEM software FEniCS (Logg et al. 2012) is used together with an implementation of the JH2 model which has been developed at BAM. An extensive convergence analysis with both timestep- and mesh-refinement is carried out to show the mesh dependency. In order to make the results independent of the mesh, possible nonlocal versions of the JH2 model with gradient-enhancement are presented. Since many damage models for concrete share the damage mechanism of the JH2 model, the application of the regularisation methods to more complex material models, like the RHT model (Grunwald et al. 2017), is also discussed. Advantages of a gradient-enhanced formulation to simulate dynamic strength increase of concrete, as suggested in (Häußler-Combe and Kitzig 2009), is discussed as well. T2 - ECCOMAS YIC 2023 CY - Porto, Portugal DA - 19.06.2023 KW - Gradient-Damage KW - Explicit Dynamics KW - Concrete Modeling KW - Mesh Convergence PY - 2023 AN - OPUS4-58717 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gerbeit, Marco T1 - An apparatus for generating reproducible and scalable shock waves in the free field N2 - A simple test bench was set up on the BAM test site to investigate shock waves caused by gas detonations. The aim was to build a simple mobile test bench that can be used for various applications, to demonstrate the vaildity and for comparison with other test benches. For this purpose a balloon filled with acetylene and oxygen at atmospheric pressure with an electric ignitor was used. The characteristics of the shock waves can be scaled via the gaseous mixture, the filling quantity of the balloon and the distance to the sensors. Pressure sensors were set up around the balloon at various distances to measure the shock. With the help of the high-speed recordings and the Rankine Hugoniot equations, the shock front pressure was estimated and compared with the results of the pressure sensors. In order to validate the results of this test bench, they were compared with an experiment using plastic explosive no. 4 . These agreed well with the results. Overall, symmetrical undisturbed scalable shock waves can be generated with the setup. Only the reproducibility, which is comparatively poor to open shock tubes due to the influence of wind, had to be improved. T2 - 35th International Symposium on Shock Waves (ISSW35) CY - Brisbane, Australia DA - 07.07.2025 KW - Shock waves KW - BOS KW - Gas detonation PY - 2025 AN - OPUS4-63786 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Agasty, Amit T1 - A Preliminary Study on the Scaling of RC Structures under Blasting Loading N2 - Current capabilities for full-scale field blast testing are highly resource intensive. Reliable small-scale experiments are an effective alternative. Characterization of the dynamic response and damage of RC elements to scaled blast loads was investigated in scaled-down field experiments. Spatially resolved information on the dynamic structural response to blast loading was obtained using distributed fiber optic acoustic sensing (DAS), acceleration sensors as well as piezoelectric pressure sensors. T2 - 46. Informationstagung Sprengtechnik CY - Siegen, Germany DA - 25.04.2025 KW - Explosives KW - Blast and scaling effects KW - Concrete PY - 2025 AN - OPUS4-62994 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Costard, René T1 - Charakterisierung der Belastung und Schädigung von Stahlbetonprüfkörpern unter Explosionsbeanspruchung N2 - Sprengversuche sind ein wesentliches Werkzeug, um die Eignung von Schutzobjekten und Bauteilen zum Schutz der Bevölkerung vor Anschlägen mit explosionsgefährlichen Stoffen wie Explosivstoffen, sogenannten „home-made-explosives“ (HME) und unkonventionellen Spreng- und Brandvorrichtungen (USBV) zu bewerten. Für forensische Zwecke werden oft Explosionsszenarien nachgebildet, um die Auswirkung von Anschlägen oder Unfällen genau untersuchen zu können. Feldversuche in Kombination mit numerischen Simulationen ermöglichen eine Charakterisierung der Belastung und Schädigung von Bauteilen und Strukturen unter hochdynamischen Explosionsbelastungen. Auf dem Testgelände Technische Sicherheit (TTS) der BAM in Horstwalde, Brandenburg werden Sprengversuche im Real-Maßstab durchgeführt. Dabei werden Bauteile mit Messtechnik ausgestattet, um eine dynamische Strukturcharakterisierung mittels sensorbasierten Monitorings zu ermöglichen. In diesem Vortrag werden am Beispiel einer Versuchskampagne mit einer Stahlbetonwand als Prüfkörper die Eignung verschiedener Prüfmethoden bei Sprengversuchen evaluiert. Es werden Messmethoden zur Charakterisierung der Explosionsereignisse, des globalen Strukturverhaltens sowie der lokalen Schädigung vorgestellt. Die direkte Charakterisierung der Explosionsbelastung erfolgt mit Hilfe von piezo-elektrischen Druckaufnehmern (bündig mit der Oberfläche im Prüfkörper montiert) und High-Speed-Kameras. Die Beobachtung der explosionsinduzierten Reaktion des Bauteils während und nach dem Eintreffen der Stoßwelle erfolgt mittels Beschleunigungssensoren, Stereo-Fotogrammetrie sowie mit in den Prüfkörper eingebetteter verteilter faseroptischer Sensoren, mit Hilfe derer die Dehnungsraten im Bauteil zeit- und ortsaufgelöst gemessen werden können. Die faseroptischen Sensoren erlauben außerdem die örtlich hochaufgelöste Bestimmung statischer Dehnungsänderungen im Bauteil nach einem Versuch, sodass auch nicht sichtbare Schädigungen wie kleinste Risse detektiert und charakterisiert werden können. Vergleichende Messungen mit Ultraschall komplettieren die Schadenscharakterisierung. In unserem Beitrag diskutieren wir die Herausforderungen dieser Messungen sowie die Ergebnisse und Möglichkeiten der genannten komplementären Messmethoden. T2 - 44. Informationstagung Sprengtechnik CY - Siegen, Germany DA - 14.04.2023 KW - Explosivstoffe KW - Sprengversuche KW - Schädigungscharakterisierung KW - Sensorik PY - 2023 AN - OPUS4-57319 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Agasty, Amit T1 - Numerical analysis of structures under blast loading N2 - Blast tests are indispensable for investigations of accidental or intentional explosions and to evaluate the level of protection to people and equipment within critical infrastructure. Current capabilities for detailed blast effects assessment are limited to performing full-scale field testing, which, for complex scenarios, are highly resource intensive. In this regard, reliable numerical simulations are an effective alternative option. A discussion of the scope and challenges of using numerical tools for a technical-safety assessment of reinforced concrete structures under blast loading is presented. Different coupling possibilities between shock wave simulations and structural simulations with the help of practical examples is given. An outlook on the development of new methods for structural simulations currently being researched at BAM concludes the presentation. T2 - Exerter Final Conference, 2023 CY - Soest, The Netherlands DA - 24.04.2023 KW - Coupling KW - Numerical Simulation KW - Blast KW - Structural Analysis KW - FSI PY - 2023 AN - OPUS4-57458 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Costard, René T1 - Dynamic response of reinforced concrete (RC) components in scaled-down blast tests N2 - Der Beitrag präsentiert erste Ergebnisse aus dem BAM-internen Projekt AP5 Security zum Thema Charakterisierung der dynamischen Reaktion und Schädigung von Stahlbetonbauteilen. T2 - 44.Informationstagung Sprengtechnik CY - Siegen, Germany DA - 14.04.2023 KW - Explosionsbelastung auf Strukturen KW - Beton KW - Numerik PY - 2023 AN - OPUS4-57313 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Costard, René A1 - Agasty, Amit A1 - Kadoke, Daniel A1 - Kind, Thomas A1 - Hicke, Konstantin A1 - Hüsken, Götz T1 - Charakterisierung der Belastung und Schädigung von Stahlbetonprüfkörpern unter Explosionsbeanspruchung N2 - Zur Bewertung der Widerstandsfähigkeit von Schutzobjekten und Bauteilen gegen Explosionsbeanspruchung führt die Bundesanstalt für Materialforschung und -prüfung (BAM) regelmäßig Sprengversuche im Realmaßstab auf einem Testgelände durch. Solche Versuche sind planungs- und ressourcenintensiv, sodass sie zunehmend durch numerische Simulationen ergänzt bzw. ersetzt werden. Aktuelle Forschungsarbeiten zielen darauf ab, neue Berechnungsmethoden und Materialmodelle zu entwickeln, mit denen die Bestimmung der Bauteilantwort sowie die daraus resultierende Schädigung nach einem Explosionsereignis möglich sind. Zur Validierung solcher Ansätze ist es notwendig, systematische Versuche mit unterschiedlichen Szenarien durchzuführen, bei denen die relevanten Parameter mit Hilfe verschiedener Messmethoden aufgezeichnet werden. T2 - 44. Informationstagung Sprengtechnik CY - Siegen, Germany DA - 14.04.2023 KW - Explosivstoff KW - Explosionswirkung KW - Stahlbeton KW - Faseroptische Sensorik PY - 2023 SN - 0941 - 4584 VL - 45 IS - 2 SP - 11 EP - 14 AN - OPUS4-58109 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Hicke, Konstantin A1 - Chruscicki, Sebastian A1 - Breithaupt, Mathias A1 - Costard, René A1 - Kind, Thomas A1 - Hüsken, Götz A1 - Agasty, Amit T1 - Measuring Dynamic Behavior and Damage Evolution of a Reinforced Concrete Wall Subjected to Explosive Blasts using Embedded Distributed Fiber Optic Sensors N2 - Results from highly dynamic and static strain measurements, respectively, using embedded distributed fiber optic sensors in a steel-reinforced concrete wall under explosive blast-loading are presented, detailing the structure’s dynamic behavior and the evolutions of cracks. T2 - 28th International Conference on Optical Fiber Sensors (OFS-28) CY - Hamamatsu, Japan DA - 20.11.2023 KW - Distributed acoustic sensing KW - DAS KW - Structural response KW - Blast experiment KW - Embedded fiber optic sensor PY - 2023 SP - 1 EP - 4 PB - Optica CY - Washington D.C., USA AN - OPUS4-59096 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Agasty, Amit A1 - Costard, René T1 - Dynamic response of reinforced concrete (RC) components in scaled-down blast tests N2 - Current capabilities for full-scale field testing are highly resource intensive. Reliable small-scale experiments are an effective alternative. Characterization of the dynamic response and damage of RC elements to scaled blast loads was investigated in scaled-down field experiments. Spatially resolved information on the dynamic structural response using distributed fiber optic acoustic sensing (DAS) and acceleration as well as blast loading by piezoelectric pressure sensors. T2 - 45. Informationstagung Sprengtechnik CY - Siegen, Germany DA - 05.04.2024 KW - Blast tests KW - Reinforced concrete KW - Acceleration sensors PY - 2024 AN - OPUS4-59808 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lu, Xin A1 - Schukar, Marcus A1 - Weege, S. A1 - Roske, T. A1 - Krebber, Katerina T1 - Leakage detection at a borehole simulator using distributed acoustic sensing N2 - A distributed acoustic sensing system is used to detect the leakage in a borehole simulator by measuring the leakage induced vibration. The leakage location can be clearly determined by frequency spectrum analysis. T2 - 27th International Conference on Optical Fiber Sensors (OFS-27) CY - Alexandria, VA, USA DA - 29.08.2022 KW - Leakage detection KW - Structural health monitoring KW - Distributed fiber sensing KW - Distributed acoustic sensing PY - 2022 SP - 1 EP - 4 PB - Optica CY - Washington D.C., USA AN - OPUS4-56097 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Liao, Chun-Man A1 - Niederleithinger, Ernst A1 - Bernauer, F A1 - Igel, H A1 - Hadziioannou, Céline T1 - Wave-Screening Methods for Prestress-Loss Assessment of a Large-Scale Post-Tensioned Concrete Bridge Model Under Outdoor Conditions N2 - This paper presents advancements in structural health monitoring (SHM) techniques, with a particular focus on wave-screening methods for assessing prestress loss in a large-scale prestressed concrete (PC) bridge model under outdoor conditions. The wave-screening process utilizes low-frequency wave propagation obtained from seismic interferometry of structural free vibrations and high-frequency wave propagation obtained through ultrasonic transducers embedded in the structure. An adjustable post-tensioning system was employed in a series of experiments to simulate prestress loss. By comparing bridge vibrations under varying post-tensioning forces, the study investigated prestress loss and examined temperature-related effects using the coda wave interferometry (CWI) method. Local structural alterations were analyzed through wave velocity variations, demonstrating sensitivity to bridge temperature changes. The findings indicate that wave-based methods are more effective than traditional modal analysis for damage detection, highlighting the dual impacts of prestress loss and temperature, as well as damage localization. This study underscores the need for long-term measurements to account for temperature fluctuations when analyzing vibration measurements to investigate changes in prestressing force in PC structures. KW - Coda wave interferometry KW - Damage detection KW - Prestress loss KW - Seismic interferometry KW - SHM KW - Temperature influence KW - Ultrasonics KW - Wave-screening PY - 2025 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-634244 UR - https://www.mdpi.com/2076-3417/15/11/6005 DO - https://doi.org/10.3390/app15116005 VL - 15 IS - 11 SP - 1 EP - 18 PB - MDPI AN - OPUS4-63424 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Gerbeit, Marco T1 - Background oriented Schlieren measurements for pressure relief systems in the free field N2 - Shock waves or shocks are a supersonic phenomenon in which the flow variables change abruptly in a thin layer. These occur with super sonic flow, such as the supersonic flight of airplanes or rockets or with explosions. As the pressure, temperature and density change in a shock, this can be recorded. The most commonly used approach is the use of pressure sensors. Pressure information is only available at the certain locations where the sensors are installed. Any body, such as free-standing sensors, that is introduced into the flow, distorts it. Therefore, not inverse measurement methods for measuring flow variables, such as the background orientated schlieren (BOS) method or the partical image velocimetry (PIV), are used. For this reason, a BOS setup was carried out in an open field at the Test Site Technical Safety (TTS) of BAM using a shock wave generator to visualize the shocks that result from a gas explosion. These investigations are presented in this paper. The aim is also to draw conclusions about the pressure change caused by the shock and the advantages that such a simple structure provides to the tests. T2 - 30th International Colloquium on the Dynamics of Explosions and Reactive Systems CY - Ottawa, Canada DA - 28.07.2025 KW - BOS KW - Blast KW - Shock PY - 2025 AN - OPUS4-63915 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Soruco Aloisio, Ricardo T1 - Digitale Abbildung von Assets - Dateninfrastruktur für Industrie 4.0 N2 - Im Rahmen der von der BAM und anderen Partnern ins Leben gerufenen Initiative „Digitale Qualitätsinfrastruktur“ liegt der Fokus u.a. auf der Entwicklung von neuen Zertifizierungsworkflows. Dabei ist eine besondere Bedeutung dem Zusammenführen von Operational Technology (OT) und Informationstechnik (IT) beizumessen. Zur Datenintegration aus der Sensor-Feldebene einer Versuchs-Wasserstofftankstelle wurde eine solche Infrastruktur aufgebaut. Zudem wurde der von der Plattform Industrie 4.0 empfohlene standardisierte Zwilling „Verwaltungsschale“ für einige Assets der Wasserstofftankstelle implementiert. T2 - QI-Forum 2024 CY - Berlin, Germany DA - 09.10.2024 KW - Datenintregration KW - IT KW - Infrastruktur KW - OT KW - Open Source KW - Software KW - VPN KW - Verwaltungsschale PY - 2024 AN - OPUS4-63493 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klaus, Christian T1 - QI Digital: Cross-Location IT Infrastructure and Asset Administration Shell as a Digital Twin N2 - Im Rahmen der von der BAM und anderen Partnern ins Leben gerufenen Initiative „Digitale Qualitätsinfrastruktur“ liegt der Fokus u.a. auf der Entwicklung von neuen Zertifizierungsworkflows. Dabei ist eine besondere Bedeutung dem Zusammenführen von Operational Technology (OT) und Informationstechnik (IT) beizumessen. Zur Datenintegration aus der Sensor-Feldebene einer Versuchs-Wasserstofftankstelle wurde eine solche Infrastruktur zunächst in einer Laborumgebung aufgebaut. Dieser Vortrag beschreibt die Implementierung des standardisierten und von der Plattform Industrie 4.0 empfohlenen digitalen Zwillings "Verwaltungsschale" an dieser Wasserstofftankstelle. Außerdem wird die Implementierung einer standortübergreifenden IT-Infrastruktur über VPN/5G beschrieben. T2 - BAM Kolloquium Abteilung 1 CY - Berlin, Germany DA - 10.06.2025 KW - Datenintregration KW - IT KW - Infrastruktur KW - OT KW - Open Source KW - Software KW - VPN KW - Verwaltungsschale PY - 2025 AN - OPUS4-63495 LA - mul AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Krentel, Daniel T1 - Einsatz von Körpermnodellen bei der Auswirkungsbetrachtung auf das "System Mensch" N2 - In diesem Vortrag werden aktuelle Arbeiten der BAM zu Auswirkungsbetrachtungen bei Stoff- und Energiefreisetzungen mit Zielstellung der Erfassung und Beurteilung der Einwirkungen auf den Menschen vorgestellt. T2 - 3. DUMMY.CRASHTEST.KONFERENZ. CY - Münster, Germany DA - 20.06.2023 KW - Auswirkungsbetrachtung KW - Dummy KW - Körpermodell PY - 2023 AN - OPUS4-57747 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeber, Henrik T1 - Investigation of Shock Wave Propagation in Soft Tissue Simulants: An Analysis of Organic Gelatin and Synthetic Gel N2 - This study investigates the effects of shock waves on soft tissue simulants, focusing on organic gelatin and a synthetic gel. Although extensive research has focused on the mechanical properties of soft tissue simulants, their behavior under shock wave conditions, such as those caused by blasts, is less understood. As explosives are increasingly used in modern combat scenarios, it is essential to study how shock waves interact with soft tissue. This knowledge is crucial for improving protective equipment and evaluating blast effects on the human body. A two-phase methodology was applied: First, organic gelatin production and synthetic gel composition were analyzed, identifying uncertainties and measuring sound speeds at varying temperatures to align with human tissue properties. Second, simulants were subjected to free-field shock waves, and embedded pressure sensors captured wave propagation, peak overpressures, and propagation velocity. Findings provide comparative insights into shock wave responses of simulants, offering a foundation for future experimental setups. KW - Shock wave generator KW - Blast injury KW - Primäre Explosionswirkung KW - Druckwelle PY - 2025 SN - 9781605956978 VL - 34 SP - 63 EP - 79 PB - DEStech Publications Inc. CY - USA AN - OPUS4-63320 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeber, Henrik A1 - Grobert, Steffen A1 - Krentel, Daniel T1 - Description of a measurement setup for the combined measurement of LLB exposures in dynamic situations using high-resolution measurement technology N2 - In order to gain an understanding of the Low Level Blast (LLB) exposure of soldiers when using weapon systems, it is necessary to characterize these weapon systems with regard to their overpressure effect [1]. Carrying out static measurements of weapon systems in the rough terrain of firing ranges and training areas poses a challenge for sensitive measurement technology. Furthermore, soldiers are often exposed to LLB in dynamic situations [2]. Therefore, commercially available blast gauges are often used, which, however, are not sufficient for high-resolution measurement of overpressure exposures with academic requirements due to their intended use [3]. Static measurement setups, such as with penile probes, must be used to characterize weapon systems, but they cannot make valid statements about the real load on dynamically behaving soldiers. However, this real load on the soldier is essential in order to be able to adequately assess the potential resulting medical effects. As part of this challenging measurement task, a prototype of a self-sufficient, high-resolution measurement system is presented, which can be used by an operator in dynamic situations without interference. The complete measuring chain was realized as a self-sufficient unit. The system is based on a 20-liter backpack system, which contains the power supply, the measuring amplifier and the measuring card. The measuring computer is attached to the front of the backpack to allow quick access. The measuring system is capable of recording four channels with a sampling rate of up to 2 MHz. Piezoelectric integrated charge pressure sensors are used as a high-resolution pressure sensor (type: PCB138B32). The pressure sensor is placed on a XX- carrier plates with the dimensions XY × YY. The pressure sensors are attached at the typical positions for Blast-Gauges measurements, like on the left shoulder, on the upper chest and on the back of the head. At the same time, commercial blast gauges are placed at the positions of the pressure sensors to qualify the blast gauges (type: B3 Blast Gauges Gen 6). The measuring system is referred to as a “Sensor Carrier Operator (StEk)”. As part of the functional testing of the measurement system, tests are carried out with hand weapons. For this purpose, a soldier is equipped with the StEk and blast gauges. The handguns used are the pistole P8 (caliber 9 mm) and the long rifle G36 (caliber 5.56 mm). The firing position is standing freehand. In addition, the soldier carried out an examination of the carrying comfort of the StEk as part of the training. Furthermore, it was evaluated whether the measuring chain was adequately integrated into the measuring system. The quality of the pressure measurement was also examined, whereby a direct comparison was made with the blast gauges. The measurement system presented here enables the combined (static and dynamic) scientific characterization of weapon systems, particularly with regard to overpressure loading. T2 - Research Specialist Meeting HFM 371 (NATO STO) CY - Toronto, Canada DA - 09.04.2025 KW - Shock wave generator KW - Blast injury KW - Primäre Explosionswirkung KW - Low Level Blast PY - 2025 SP - 1 EP - 8 AN - OPUS4-63322 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeber, Henrik T1 - Use of the shockwave generator for research on low-level blast effects - Monitoring vs. measurement tools N2 - In order to contribute to the research efforts on primary explosion effects, an experimental setup was created to generate realistic overpressure load cases under the most reproducible conditions and with short setup times. One focus of the project is now the applicability of this test setup for Low Level Blast (LLB) testing [1-3]. The basis of our experimental setup is the Shockwave Generator (SWG), which has already been presented in detail [4]. In addition, a stand-alone measurement system has been developed that can be worn by the operators who are exposed to LLB. The measuring system is referred to as the ´Sensor Carrier for Operator´ (StEk; German abbr.: Sensortraeger Einsatzkraft). With the StEk, it is possible to record LLB exposures in training scenarios with a measuring accuracy satisfying scientific requirements and thus to classify the corresponding LLB load case of the respective weapon system or training scenario. In the test series presented here, the StEk was attached to an operator dummy and exposed to an overpressure load case. The results of the StEk were compared with a pencil probe (PP), which was positioned symmetrically to the StEk in the undisturbed blast propagation area of the SWG. The aim of the test series was to compare the accuracy of the self-sufficient measurement setup StEk with the conventional pressure measurement method (PP). Conventional, market-available blast exposure monitoring device (BEMD) (type: B3 Blast Gauges Gen.6) were used in parallel to check their accuracy. Setup & Method The experimental setup is shown in Figure 1 (left). The StEk system was attached to a dummy placed at a 45° angle to the SWG pressure outlet at a distance of 1 m. A PP was placed axially mirrored. The sensors of the StEk were placed in the typical positions for BEMD. With reference to the incident shockwave, one sensor was placed on the chest (face-on) and one on the shoulder (side-on). The BEMDs were also placed in the same positions. The standalone StEk measurement system is described in the following. The complete measuring chain was realized as one stand-alone, self-sufficient unit. The system is based on a 20-liter backpack system, which contains the power supply, the measuring amplifier and the data acquisition system (DAQ) (Figure 1 (right)). The amplifier has four channels, an integrated 50 kHz low pass filter and is suitable for use with integrated charge piezoelectric (ICP) pressure sensors. A sampling rate of up to 2 MHz can be used Data is stored in a buffer of 64 MS. The computer, a Tablet PC, is attached to the front of the backpack to allow quick access. The pressure sensors are connected to the BNC interfaces on the outside of the housing using coiled BNC cables. The coiled BNC cables allow maximum freedom of movement and reduce mechanical stress on the couplings. In the current configuration, up to four ICP pressure sensors can be mounted on the operator (type: PCB132B38). The pressure sensors are flush-mounted in a 30 mm × 30 mm carrier plate. Results & Discussion Figure 2 (a) shows the overpressure generated by the SWG measured with the PP. The idealized pressure curve can be seen. The second peak is a reflection that occurs within the SWG. Figure 2 (b) shows the pressure measured by the BEMDs. It can be seen that both pressure curves correspond approximately to the idealized pressure curve. This is remarkable because the chest sensor was facing forward and should have a dynamic pressure component caused by the movement of the gas [5]. However, the pressure curves in Figure 2 (b) show the idealized pressure curve that should occur with a side-on overpressure measurement in the undisturbed free field. Therefore, it can be assumed that software modeling is used to generate an idealized pressure curve from the blended pressure curve that is intended to represent the overpressure that will occur. Figure 2 (c) shows the pressure curves of the ICP pressure sensors of the StEk system. It can be seen that the characteristics of the pressure curves were affected by the dynamic pressure component. The shoulder sensor, which, due to the nature of the dummy posture and position, was not exposed perfectly side-on, also showed a dynamic component. Calculations based on the peak overpressures of the PP confirm, that the reflected pressure was visible on the face-on chest sensor [5]. A limiting factor is that the sensor mounts and the dummy itself are subject to mechanical excitation, which probably explains the interference frequency seen in the pressure signal. The test results show the limitations of BEMDs for scientific investigations of weapon systems, as it is assumed that a high degree of modeling of the pressure curves takes place during post-processing. However, as the comparison of the BEMDs with the PP pressure curves shows, the pressure curve fit matches the PP pressure curve sufficiently well. This shows that a scientific measurement system such as StEk should be used initially to investigate and assess the load case from weapon systems or training scenarios in order to capture the real and complete characteristics of the load case. T2 - 8th International Forum on Blast Injury Countermeasures CY - Tokio, Japan DA - 07.05.2025 KW - Shock wave generator KW - Blast injury KW - Primäre Explosionswirkung KW - Low Level Blast PY - 2025 AN - OPUS4-63318 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeber, Henrik T1 - Description of a measurement setup for LLB exposures in dynamic situations using high-resolution measurement technology N2 - In order to gain an understanding of the Low Level Blast (LLB) exposure of soldiers when using weapon systems, it is necessary to characterize these weapon systems with regard to their overpressure effect [1]. Carrying out static measurements of weapon systems in the rough terrain of firing ranges and training areas poses a challenge for sensitive measurement technology. Furthermore, soldiers are often exposed to LLB in dynamic situations [2]. Therefore, commercially available blast gauges are often used, which, however, are not sufficient for high-resolution measurement of overpressure exposures with academic requirements due to their intended use [3]. Static measurement setups, such as with penile probes, must be used to characterize weapon systems, but they cannot make valid statements about the real load on dynamically behaving soldiers. However, this real load on the soldier is essential in order to be able to adequately assess the potential resulting medical effects. As part of this challenging measurement task, a prototype of a self-sufficient, high-resolution measurement system is presented, which can be used by an operator in dynamic situations without interference. The complete measuring chain was realized as a self-sufficient unit. The system is based on a 20-liter backpack system, which contains the power supply, the measuring amplifier and the measuring card (see Fig. 1, left). The measuring computer is attached to the front of the backpack to allow quick access. The measuring system is capable of recording four channels with a sampling rate of up to 2 MHz. Piezoelectric integrated charge pressure sensors are used as a high-resolution pressure sensor (type: PCB138B32). The pressure sensor is placed on a XX- carrier plates with the dimensions XY × YY. The pressure sensors are attached at the typical positions for Blast-Gauges measurements, like on the left shoulder, on the upper chest and on the back of the head. At the same time, commercial blast gauges are placed at the positions of the pressure sensors to qualify the blast gauges (type: B3 Blast Gauges Gen 6). The measuring system is referred to as a “Sensor Carrier Operator (StEk)”. As part of the functional testing of the measurement system, tests are carried out with hand weapons. For this purpose, a soldier is equipped with the StEk and blast gauges. The handguns used are the pistole P8 (caliber 9 mm) and the long rifle G36 (caliber 5.56 mm). The firing position is standing freehand. In addition, the soldier carried out an examination of the carrying comfort of the StEk as part of the training. Furthermore, it was evaluated whether the measuring chain was adequately integrated into the measuring system. The quality of the pressure measurement was also examined, whereby a direct comparison was made with the blast gauges (see Fig. 1 right). The measurement system presented here enables the combined (static and dynamic) scientific characterization of weapon systems, particularly with regard to overpressure loading. T2 - Research Specialist Meeting HFM 371 (NATO STO) CY - Toronto, Canada DA - 09.04.2025 KW - Shock wave generator KW - Blast injury KW - Primäre Explosionswirkung KW - Low Level Blast PY - 2025 AN - OPUS4-63323 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeber, Henrik T1 - Investigation of Shock Wave Propagation in Soft Tissue Simulants: An Analysis of Organic Gelatin and Synthetic Gel N2 - This study investigates the effects of shock waves on soft tissue simulants, focusing on organic gelatin and a synthetic gel. Although extensive research has focused on the mechanical properties of soft tissue simulants, their behavior under shock wave conditions, such as those caused by blasts, is less understood. As explosives are increasingly used in modern combat scenarios, it is essential to study how shock waves interact with soft tissue. This knowledge is crucial for improving protective equipment and evaluating blast effects on the human body. A two-phase methodology was applied: First, organic gelatin production and synthetic gel composition were analyzed, identifying uncertainties and measuring sound speeds at varying temperatures to align with human tissue properties. Second, simulants were subjected to free-field shock waves, and embedded pressure sensors captured wave propagation, peak overpressures, and propagation velocity. Findings provide comparative insights into shock wave responses of simulants, offering a foundation for future experimental setups. T2 - 34th International Symposium on Ballistics CY - Jacksonville, FL, USA DA - 19.05.2025 KW - Shock wave generator KW - Blast injury KW - Primäre Explosionswirkung KW - Druckwelle PY - 2025 AN - OPUS4-63321 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Krentel, Daniel A1 - Grasse, Dennis A1 - Seeber, H. T1 - Mild Traumatic Brain Injury - Current Research Works in the Field of Primary Blast Injury N2 - In this presentation, the team security research of division 2.1 informs about current research efforts in the field of traumatic brain injury. The focus lies on the consequences of low-level blast on the human brain. Also the general research approaches of the team for the investigation of the behaviour of shock waves within human tissues are presented. T2 - ATLAS ENTRY Seminar CY - Göppingen, Germany DA - 21.08.2023 KW - LLB KW - Blast KW - mTBI KW - Primary blast injury KW - Traumatic brain injury PY - 2023 AN - OPUS4-58130 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Seeber, Henrik A1 - Grobert, Steffen T1 - Investigation of intracorporeal shock wave propagation using a simplified torso model and a shock wave generator N2 - Blast injuries are among the most common injuries in military operations. Also, in civilian environments, more explosive threats are expected in the future due to emerging conflicts and threats. While the effect of fragments, which is classified as secondary blast injury, could be minimized by police and military personnel’s modern ballistic body protection systems, the effects of shock wave propagation in the body as part of the primary explosion trauma still remain a serious threat needing further research. The detonation-physical processes of highly dynamic pressure changes within the human body, the reflection-related amplification of shock waves at organ-dermis interfaces, and the consequences of injury mechanisms have become more prominent in international research. Various approaches have been used to investigate these aspects. Animal experiments on free field test sites or shock tube setups combined with a subsequent biological evaluation and numerical simulations provided promising results and allowed the discussion of different biomechanical aspects. However, due to poor reproducibility and a lack of short-term dynamic material properties, most research approaches have significant limitations. Laboratory test setups do not represent real-scale high explosive detonation parameters with regards to pressure characteristics, impulse duration and blockage problems. Measured values are interpreted with partly outdated, selective and not validated limit values for overpressures from field tests with animals. This is due to the lack of a validated and comprehensive data set covering a variation of the crucial parameter. Injury mechanisms and their effects have not yet been sufficiently elucidated for the torso and extremities. In order to contribute to the research efforts on the primary explosion effects, the German Federal Armed Forces established an interdisciplinary military medical research project in cooperation of the Bundeswehr Hospital Berlin and the German Federal Institute for Materials Research and Testing (BAM). The aim of the planned investigation is the development of a multidisciplinary method to investigate shock wave behavior in various generic tissue simulants under the most reproducible conditions possible with realistic loads in an experimental test series with short set-up times. T2 - 7th International Forum on Blast Injury Countermeasures CY - Tokio, Japan DA - 17.05.2023 KW - Shock wave generator KW - Blast injury KW - Primäre Explosionswirkung KW - Experimental setup PY - 2023 AN - OPUS4-60045 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Grobert, S. T1 - Development of a body model and a shock wave generator for the analysis of intracorporeal shock wave propagations after explosions N2 - Im Rahmen dieses Vortrags wurden die ersten Ergebnisse des Sonderforschungsprojektes " Entwicklung und Validierung eines Körpermodells und eines Stoßwellengenerators zur Simulation der intrakorporalen Stoßwellenausbreitung nach Explosionen", welches in Zusammenarbeit zwischen dem Bundeswehrkrankenhaus Berlin und der BAM durchgeführt wird, vorgestellt. Der Versuchsaufbau (Stoßwellengenerator) und die verwendete Sensorik werden dargestelt, sowie eine vergeichende Studie zu den Protypen der Körpermodellen und Simulanzien. T2 - Kick-off-Workshops der NATO-Gruppe HFM 338 "Development of military loading exposure guidelines for prevention of chronic traumatic encephalopathy" CY - Online meeting DA - 18.05.2021 KW - Auswirkungsbetrachtungen KW - Blast KW - Explosionsverletzung PY - 2021 AN - OPUS4-53540 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Schubert, Thomas A1 - Máca, Petr A1 - Hering, Marcus A1 - Fiedler, Georg A1 - Beckmann, Birgit T1 - Impact Experiments on Reinforced Concrete Specimens - Investigation of Repeatability and Scaling N2 - Nowadays, the impact resistance of concrete structures has become a prominent concern for critical infrastructure operators, particularly amidst escalating geopolitical tensions. Regulators and design engineers know that reinforced concrete structures can only be developed with high efficiency by considering nonlinear structural and highly nonlinear material behavior. Therefore, specific guidelines on impact design provide instructions for design and analysis of structures required to resist impact loading. These instructions are usually based on published results and evaluated data of impact experiments carried out in laboratories. To widen the knowledge and increase the scientific data the Institute of Concrete Structures (IMB) at TUD Dresden University of Technology (TUD) has carried out many impact experiments on reinforced concrete specimens in recent years. A specially designed drop tower is available for this purpose on the premises of the Otto Mohr Laboratory, TUD. In the framework of the past research at TUD some important issues, such as influence of rebar arrangement, structural thickness, scalability of specimen and repeatability, with regard to experimental impact testing were investigated. This article presents the drop tower facility and research results of impact experiments on reinforced concrete slabs. First, the scalability of impact experiments will be discussed in conjunction with already known theoretical scaling parameters provided by researchers in the past, e.g. Rüdiger et al. [1]. Scalability of experimental data is of huge importance since protective structures made of reinforced concrete differ usually in size in comparison to experimental specimens. The second important research focus is on repeatably of impact experiments. Since impact experiments are usually time consuming and expensive, a certain impact scenario is mostly carried out only once. It is intended to show the range of deviation of impact tests on some already carried out experiments on reinforced concrete slabs. A possible standard deviation is estimated for the applied test setup. T2 - 15th International Conference on Shock & Impact Loads on Structures CY - Gothenburg, Sweden DA - 12.06.2025 KW - Reinforced concrete KW - Drop-weight impact KW - Scaling KW - Repeatability KW - Digital image correlation PY - 2025 SP - 80 EP - 91 AN - OPUS4-63627 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bell, Jérémy T1 - Embedded sensor for the detection of TNT in surface and marine waters N2 - In 1945, the Potsdam Conference led to the decision to destroy a significant amount of ammunition from the warring parties of WWII. Dumping was considered the cheapest, quickest, and safest solution to dispose of unused ammunition. However, thin barrels or containers often leak after 50 years, allowing explosives to escape into the marine environment. As the effects of weapons chemicals on ecosystems are well-documented, it is becoming increasingly important to detect, recover and dispose of old ammunition. Physical techniques such as magnetometry and sonar are used to detect ammunition in the sea, but they do not provide chemical information. Detecting leaking organic contaminants like TNT or other explosives in water or soil requires high-end laboratory equipment like HPLC or GC-MS, making remote water testing virtually impossible. As an alternative, a miniaturized method for the selective and sensitive indication of TNT using fluorescence light-up sensing was developed. The visual identification of TNT with a nucleophile that forms a strongly absorbing charge transfer complex (CTC) is a well-known method. This CTC is formed by the attraction of an electron from the donor molecule by the electron-deficient aromatic ring. In this work, a TNT-based CTC was selectively formed by the addition of tetraoctylammonium acetate in N,N-diethylformamide and, as expected, showed strong absorption. Surprisingly, at room temperature, the CTC can be converted into a fluorescent product with an emission band centred at 577 nm. For the detection of TNT in water, a microfluidic chip made of polydimethylsiloxane (PDMS) is used for both the extraction and reaction steps. In addition to miniaturising the experimental steps, the optical system (fluorometer) has been integrated into an autonomous smartphone assembly capable of catalysing the photoreaction and analysing the fluorescence response. Taking advantage of the light-up response, TNT was still easily detectable down to 9.4 ng with the CMOS camera. Further evaluation of this analytical tool consisted of analyses of unfiltered and untreated surface water samples spiked directly with increasing concentrations of TNT to reflect different levels of contamination. LODs of 21 and 40 ng were found for samples from the Teltow Canal in Berlin (DEU) and the Baltic Sea near Greifswald (DEU). Such an analytical tool could be used to monitor water quality in the field, as the release of organic pollutants from munitions into surface and marine waters will become increasingly problematic and concentrations will continue to rise over the coming decades. T2 - ANAKON 2025 CY - Leipzig, Germany DA - 10.03.2025 KW - Explosives KW - Microfluidics KW - Smartphone KW - Sprengstoffe KW - Mikrofluidik KW - Sensor PY - 2025 AN - OPUS4-62767 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rurack, Knut T1 - Empowering test strips for rapid, highly sensitive and multiplexed analysis of small molecule analytes at a point-of-need N2 - In particular, the rapid development of lateral flow assays as indispensable tools for everyone to contain the SARS-CoV-2 pandemic has fuelled the global demand for analytical tests that can be used outside dedicated laboratories. In addition to their use in medical diagnostics, rapid tests and assays have become increasingly important in various fields such as food safety, security, forensics, and environmental management. The advantage is obvious: taking the assay directly to the sample minimizes the time between suspicion and decision-making, allowing faster action. Especially today, when mobile communication devices with powerful computing capabilities and built-in cameras are ubiquitous, more people than ever before around the world have the basic skills to operate a powerful detector at their fingertips. This sets the stage for a much wider use of analytical measurements in terms of prognosis and prevention, enabling professional laypersons in particular. However, current strip-based systems are primarily focused on single parameter analysis, whether it is SARS-CoV-2 biomarkers, blood glucose levels, or lead concentrations in water samples. Industrial applications of such methods also often still rely on single-parameter assays, requiring multiple runs even for a limited number of key parameters. Overcoming these limitations depends on developing low-number multiplexing strategies that ensure robustness, reliability, speed, ease of use, and sensitivity. This lecture will give an overview of several generic approaches developed in recent years to address these challenges. It will highlight how the synergy of supramolecular (bio)chemistry, luminescence detection, hybrid (nano)materials and device miniaturization can result in powerful (bio)analytical assays that can be used at a point-of-need.1-5 Selected examples will introduce key aspects of such systems that include tailored signaling mechanisms and recognition elements, materials functionalization and device integration, including hybrid nanomaterials, gated indicator release systems, strip modification, and smartphone-based analysis. T2 - 15th Rapid Methods Europe Conference CY - Amsterdam, Netherlands DA - 06.11.2023 KW - Test strips KW - Lateral flow assays KW - Explosives KW - Pesticides KW - Rapid testing KW - Multiplexing PY - 2023 AN - OPUS4-58816 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Biyikal, Mustafa A1 - Rurack, Knut T1 - Development of a Lab-on-a-Chip for the Detection of Nerve Agents with a Handheld Device N2 - The development of a Lab-on-a-Chip (LoC) is presented, which can detect reactive phosphorous compounds in the gas phase in combination with an optochemical hand-held sensor. The LoC prototype contains three pairs of sensing materials containing fluorescent indicator dyes in various carrier materials. By measuring the fluorescence response to phosphoryl chloride, a surrogate compound, the detection of chemical warfare agents (CWAs) in gas phase becomes possible within seconds, introducing a novel approach to CWA detection. T2 - 2023 IEEE SENSORS Conference CY - Vienna, Austria DA - 29.10.2023 KW - Lab-on-a-Chip KW - Nerve agents KW - Hand-held KW - Fluorescence KW - Toxic industrial chemicals PY - 2023 UR - https://ieeexplore.ieee.org/document/10325263 SN - 979-8-3503-0387-2 DO - https://doi.org/10.1109/SENSORS56945.2023.10325263 SP - 1 EP - 4 PB - IEEE CY - New York AN - OPUS4-59367 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Bell, Jérémy A1 - Biyikal, Mustafa A1 - Rurack, Knut T1 - Embedded sensor based on tandem smartphone-microfluidic device for the detection of TNT in surface and sea waters N2 - The globe's seas were used as dumping ground after the world wars and those millions of ammunition, most of all containing 2,4,6-trinitrotoluene (TNT), represent a pressing danger for fishermen, dredging operations, submarine cable installations and tourism. We developed an extremely selective indication method for TNT based on a specific reaction that produces a highly fluorescent compound. The indication system was integrated into a microfluidic PDMS chip for the solid-liquid extraction of TNT from water samples, offering environmental monitoring possibilities. Combining the advantages of a light-up indicator, microfluidics and a smartphone as detector, the embedded sensor allows for the remote and rapid detection of TNT down to ng in surface and sea waters. T2 - µTAS 2020 CY - Online meeting DA - 05.10.2020 KW - Smartphone KW - Rapid test KW - TNT KW - Ammunition KW - Schnelltest KW - Munition PY - 2020 AN - OPUS4-51444 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rurack, Knut T1 - Development of a Lab-on-a-Chip for the Detection of Nerve Agents with a Handheld Device N2 - The development of a Lab-on-a-Chip (LoC) is presented, which can detect reactive phosphorous compounds in the gas phase in combination with an optochemical hand-held sensor. The LoC prototype contains three pairs of sensing materials containing fluorescent indicator dyes in various carrier materials. By measuring the fluorescence response to phosphoryl chloride, a surrogate compound, the detection of chemical warfare agents (CWAs) in gas phase becomes possible within seconds, introducing a novel approach to CWA detection. T2 - IEEE Sensors Conference CY - Vienna, Austria DA - 29.10.2023 KW - Chemical warfare agents KW - Lab-on-a-chip KW - Handheld sensors KW - Toxic industrial chemicals KW - Fluorescence PY - 2023 AN - OPUS4-58815 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Pauli, Jutta A1 - Ramírez, A. A1 - Crasselt, C. A1 - Schmidt, W. A1 - Resch-Genger, Ute T1 - Utilizing optical spectroscopy and 2',7'-difluorofluorescein to characterize the early stages of cement hydration N2 - The increasingly sophisticated nature of modern, more environmentally friendly cementitious binders requires a better understanding and control particularly of the complex, dynamic processes involved in the early phase of cement hydration. In-situ monitoring of properties of a constantly changing system over a defined period of time calls for simple, sensitive, fast, and preferably also non-invasive methods like optical spectroscopy KW - Flourescence KW - Optical probe KW - Sensor KW - Dye KW - Flourescin KW - Photophysics KW - PH KW - Quantum yield KW - Quality assurance KW - Mechanism KW - Cement KW - Concrete KW - Building material KW - Hydration KW - Process monitoring PY - 2021 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-537176 DO - https://doi.org/10.1088/2050-6120/ac2da0 SN - 2050-6120 VL - 10 IS - 1 SP - 2 EP - 13 PB - IOP Science AN - OPUS4-53717 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Agasty, Amit T1 - Assessment of the Application of Scaling Concepts for Blast Effects Analysis N2 - Blast testing finds its implementation in several applications, e.g. for the purpose of investigation into accidental or intentional explosions, or for an assessment of the level of protection provided by a certain structural configuration. Analytical and/or semi-empirical methods are generally limited to preliminary assessments prior to blast testing. Applications of numerical simulations with hydrocodes coupled with finite element methods (FEM) can only reduce the amount of blast testing required, as these necessitate fulfillment of the fundamental prerequisites of model verification and that of model validation. Field tests are implemented for contact detonations as well as near-field blast scenarios and shock tube tests for far-field blast scenarios. However, these can be extremely resource intensive. Reliable small-scale experiments are a promising alternative. The concepts of dimensional analysis and similarity based on Buckingham’s Π-theorem (1914) have been applied in different fields. For applications to the phenomenon of shock wave propagation, Hopkinson-Cranz or cube-root scaling is a well-established concept. When it comes to scaling the structural response, research has predominantly focused on structures made of metallic materials. Scaled investigations with concrete or reinforced concrete (RC) structures remain limited. The lack of even the most basic guidelines (far from any ‘standardized scaling methods’ for blast tests) show that scaling as a method is not yet established in blast effects analysis. In this preliminary study, we present a systematic approach and evaluation of scaling of blast effects analysis for RC slabs in order to develop guidelines for resource efficient testing methods. We study the blast scenario at two different scales. The focus of these investigations has been on evaluation of scaling of dynamics using pressure sensors, acceleration sensors and fiber optic sensing cables for distributed acoustic sensing (DAS). Further, the resulting plastic behavior upon blast is characterized by distributed strain sensing (DSS) along the same cables. T2 - 27th International Symposium on Military Aspects of Blast and Shock (MABS27) CY - Colmar, France DA - 06.10.2025 KW - Blast KW - RC-slabs KW - Similarity and scaling PY - 2025 AN - OPUS4-64616 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Agasty, Amit A1 - Costard, Rene A1 - Hering, Marcus A1 - Chruscicki, Sebastian A1 - Hicke, Konstantin A1 - Hüsken, Götz T1 - Assessment of the Application of Scaling Concepts for Blast Effects Analysis N2 - Blast testing finds its implementation in several applications, e.g. for the purpose of investigation into accidental or intentional explosions, or for an assessment of the level of protection provided by a certain structural configuration. Analytical and/or semi-empirical methods are generally limited to preliminary assessments prior to blast testing. Applications of numerical simulations with hydrocodes coupled with finite element methods (FEM) can only reduce the amount of blast testing required, as these necessitate fulfillment of the fundamental prerequisites of model verification and that of model validation. Field tests are implemented for contact detonations as well as near-field blast scenarios and shock tube tests for far-field blast scenarios. However, these can be extremely resource intensive. Reliable small-scale experiments are a promising alternative. The concepts of dimensional analysis and similarity based on Buckingham’s Π-theorem (1914) have been applied in different fields. For applications to the phenomenon of shock wave propagation, Hopkinson-Cranz or cube-root scaling is a well-established concept. When it comes to scaling the structural response, research has predominantly focused on structures made of metallic materials. Scaled investigations with concrete or reinforced concrete (RC) structures remain limited. The lack of even the most basic guidelines (far from any ‘standardized scaling methods’ for blast tests) show that scaling as a method is not yet established in blast effects analysis. In this preliminary study, we present a systematic approach and evaluation of scaling of blast effects analysis for RC slabs in order to develop guidelines for resource efficient testing methods. We study the blast scenario at two different scales. The focus of these investigations has been on evaluation of scaling of dynamics using pressure sensors, acceleration sensors and fiber optic sensing cables for distributed acoustic sensing (DAS). Further, the resulting plastic behavior upon blast is characterized by distributed strain sensing (DSS) along the same cables. T2 - 27th International Symposium on Military Aspects of Blast and Shock (MABS27) CY - Colmar, France DA - 06.10.2025 KW - Similarity and scaling KW - Blast KW - RC-slabs PY - 2025 SP - 1 EP - 11 AN - OPUS4-64617 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Krenek, S. A1 - Eisermann, R. A1 - Failleau, G. A1 - Lu, Xin A1 - Thomas, P. A1 - Kjeldsen, H. A1 - Anhalt, K. T1 - Fibre-optic thermometry to support the clean energy transition N2 - The measurement and control of temperature plays a key role in achieving the European Green Deal targets for a low carbon energy system. Fibre-optic thermometry is an emerging technology that can improve temperature measurement in extreme environments for energy providers and industry due to its distributed sensing and immunity to electromagnetic fields. Various applications for optimisation and monitoring in the energy sector are described, covering the whole range from energy generation to transmission and consumption. However, fibre-optic thermometers have cross sensitivities to other quantities (e.g., strain and humidity) and ageing effects that need to be investigated, quantified and minimised to obtain traceable and reliable measurements. This is particularly important so that applications in critical infrastructure can benefit from future measurements that are not possible with conventional sensors. The European INFOTherm project aims to overcome the limitations that currently prevent the widespread use of fibre-optic thermometry by creating a dedicated European metrology infrastructure for research, development and calibration. First results on measurement uncertainty, improvement of measurement techniques and practical field tests are presented. KW - Industrial processes optimisation KW - Fibre-optic thermometry KW - Distributed temperature sensing KW - Traceability KW - Thermal energy storage KW - Electrical grid resilience PY - 2025 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-640075 DO - https://doi.org/10.1515/teme-2025-0044 SN - 2196-7113 VL - 92 IS - 9-10 SP - 392 EP - 405 PB - De Gruyter Brill AN - OPUS4-64007 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Liao, Chun-Man T1 - Assessment of prestress loss in a large-scale concrete bridge model under outdoor condition N2 - The presentation shows that subtle variations in coda wave velocity can capture minor temperature effects, offering a good understanding of how a outdoor prestressed concrete structure responds to environmental conditions over time. Ultimately, this work contributes to development of more comprehensive and resilient structural health monitoring strategies for prestressed concrete infrastructure. T2 - EVACES 2025 CY - Porto, Portugal DA - 02.07.2025 KW - Coda wave interferometry KW - Damage detection KW - Prestress loss KW - Seismic interferometry KW - Structural health monitoring PY - 2025 AN - OPUS4-64211 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Biyikal, Mustafa T1 - Development of a Handheld Device for the Trace Detection of Explosives N2 - With the help of the EXIST research transfer the startup True Detection System (TDS) will develop a portable and easy-to-use handheld device based on chemical-optical sensors that can detect the smallest traces of various explosives and markers (e.g. TNT, C4, ANFO, TATP, DMDNB, etc.) and pure salts (e.g. potassium nitrate) reliably and without major cross-sensitivities. The device has been developed over the last 10 years at the Federal Institute for Material Research and Testing (BAM) in cooperation with an SME. Within the next 18 months, a laboratory prototype will now be converted into a commercial device. T2 - Photonics Days Berlin Brandenburg CY - Berlin, Germany DA - 09.10.2023 KW - Explosives KW - Trace detection KW - Handheld device KW - Lab-on-a-chip KW - Start-up PY - 2023 AN - OPUS4-58541 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Biyikal, Mustafa T1 - Development of a handheld device for the trace detection of explosives N2 - This presentation introduces a new explosives trace detector (ETD), a handheld device developed by True Detection Systems (TDS). Addressing the limitations of current handheld detectors—such as unreliable measurements and cumbersome operation— the new ETD XT-1 integrates advanced sensor technology, including a Lab-on-a-Chip, to deliver high sensitivity and accuracy. Capable of detecting trace levels of substances like TNT, TATP, and ammonium nitrate, the device offers rapid, user-friendly detection through AI/ML-enhanced algorithms. These algorithms enable precise substance identification by analyzing absorption and desorption rates, significantly reducing false positives. The XT-1 has broad applications in security, hazardous material detection, and environmental monitoring. T2 - Photonics Days Berlin Brandenburg CY - Berlin, Germany DA - 09.10.2024 KW - Explosives KW - Trace detection KW - Handheld device KW - Lab-on-a-chip KW - Fluorescence PY - 2024 AN - OPUS4-61433 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rosenbusch, Sjard Mathis T1 - Gradient-enhanced models in blast simulations of concrete structures N2 - Blast experiments on reinforced concrete structures are often limited to small structures and therefore simple shock waves. Such experiments are carried out at the Bundesanstalt für Materialforschung und -prüfung (BAM) and the structural response is investigated using several measuring methods. Complex load scenarios that occur as a result of reflection of the shock wave in larger structures are harder to realize in practice. Numerical simulations for the propagation of the shock wave and the structural response can therefore be an alternative method for the investigation of blast loads on complex structures. For the simulation of concrete under impact and blast loads, several local constitutive models exist that are formulated as plasticity models with softening taken into account by introducing a scalar damage field. Local damage models however often lead to mesh-dependent results which do not converge with mesh refinement. In order to achieve meaningful predictions from numerical experiments, independence from the mesh is needed. In this contribution, the Johnson-Holmquist model (JH2) for brittle damage [2] has been implemented for the free open source software FEniCSx and is investigated in a high strain rate benchmark simulation. Mesh-convergence analyses show that displacements as well as the dissipated plastic energy do not converge with mesh-refinement. Following the gradient-enhancement approach by [1], a gradient-enhanced JH2 model which can be efficiently solved with explicit solvers is introduced and its advantages over the local models are discussed. Since many damage models for concrete share the damage mechanism of the JH2 model, the application of the regularization methods to more complex material models, like the RHT model [3], is also discussed. Advantages of a gradient-enhanced formulation to simulate dynamic strength increase of concrete, as suggested in [1], is discussed as well. T2 - ECCOMAS CONGRESS 2024 CY - Lisbon, Portugal DA - 03.06.2024 KW - Concrete Modeling KW - Explicit Dynamics KW - Gradient-Damage KW - Mesh Convergence PY - 2024 AN - OPUS4-64613 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rosenbusch, Sjard Mathis T1 - Gradient-Enhanced Plasticity In Explicit Dynamics N2 - The simulation of concrete under impact and blast loads often relies on local constitutive models, typically formulated as plasticity models that incorporate softening through a scalar damage field. However, these local damage models frequently exhibit mesh-dependent results that fail to converge with mesh refinement. In earlier work, the mesh-dependency of a modified Johnson-Holmquist (JH2) model was effectively mitigated through a gradient-enhanced plasticity formulation in explicit dynamics [1]. The gradient-enhancement method for explicit dynamics, originally introduced in [3], involves modifying Peerlings' additional partial differential equation [2] for nonlocal equivalent plastic strain by incorporating inertia. This modification enables the use of explicit solvers, such as the central difference method. Despite these advancements, the model continues to face challenges, particularly slow convergence rates with mesh refinement, which are difficult to analyze due to the JH2 model's complexity. To address these challenges, this study investigates simpler plasticity models, such as von Mises plasticity and Drucker-Prager plasticity, combined with a nonlocal softening term. By systematically incorporating key characteristics of the JH2 model—namely, pressure-dependent yield surfaces, softening, residual yield strength at full damage and a nonlinear volumetric stress responses via an equation of state (EOS)—this work aims to further refine the gradient-enhanced JH2 model and extend these improvements to more complex plasticity models like the RHT model. T2 - GACM 2025 CY - Braunschweig, Germany DA - 21.09.2025 KW - Gradient-enhancement KW - Plasticity KW - Concrete modeling KW - Mesh Convergence PY - 2025 AN - OPUS4-64615 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Rosenbusch, Sjard Mathis T1 - A gradient-enhanced JH2 model for dynamic simulations of concrete structures N2 - Concrete structures subjected to impact and blast loads experience complex failure mechanisms that are challenging to simulate accurately. Local constitutive models formulated using plasticity with softening are commonly used for this purpose. The softening behavior is typically represented by a scalar damage field, which scales the yield surface to capture the degradation of material strength. However, these local models often exhibit meshdependent results with localization of damage into a few cells. To address this limitation, this study combines a modified version of the Johnson-Holmquist (JH2) model with a gradientenhancement approach. The introduction of an inertia term into the additional PDE for the determination of the nonlocal equivalent plastic strain transforms it into a hyperbolic equation, enabling an efficient solution with an explicit dynamics solver. A one-dimensional benchmark simulation demonstrates the differences between the local and gradient-enhanced models. The local model shows severe damage localization and diminishing plastic energy dissipation with finer meshes. In contrast, the gradient-enhanced model distributes damage over multiple elements, though the plastic strain still localizes within a single element. Introducing strain hardening with respect to the local equivalent plastic strain resolves this issue, ensuring convergence of plastic energy and non-localizing plastic strain. These findings are extended and validated with two-dimensional simulations, showcasing the model’s practical relevance. Additionally, the impact of the added inertia term is analyzed in the context of dynamic strength enhancement, a critical characteristic of concrete under high strain rates. The proposed gradient-enhancement approach demonstrates improved numerical stability and mesh-independence compared to local models, making it a suitable tool for simulating concrete behavior under extreme loading conditions. T2 - GAMM 2025 CY - Posen, Poland DA - 07.04.2025 KW - Gradient-enhancement KW - Explicit dynamics KW - High strain rate KW - Concrete modelling PY - 2025 AN - OPUS4-64614 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Lohrer, Christian T1 - Abschätzung des Anschlagspotentials von Anzündern aus Fahrzeugen N2 - Untersuchung des Auslöseverhaltens von zwei Anzündern aus dem Bereich der Fahrzeugpyrotechnik an sekundären Explosivstoffen im Rahmen der Konformitätsbewertung von Pyrotechnik. T2 - 25. Internationalen Symposium des Bundeskriminalamtes für Sprengstoffermittelnde und Entschärfende unkonventioneller Spreng- und Brandvorrichtungen CY - Magdeburg, Germany DA - 01.12.2025 KW - Anzünder KW - Fahrzeugpyrotechnik KW - Sekundäre Explosivstoffe PY - 2025 AN - OPUS4-65008 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Klaus, Christian A1 - Soruco Aloisio, Ricardo A1 - Koch, Claudia A1 - Prellwitz, Matthias T1 - Towards Safety and Accuracy of Hydrogen Refuelling Stations through Digital Twins N2 - This paper presents digital quality infrastructure methods for hydrogen refueling stations using the Asset Administration Shell as a standardized digital twin. Implemented at BAM’s test platform, it integrates real-time sensor data, calibration certificates, and compliance documents to support traceable, interoperable asset management. In combination with AI and semantic tools, the system will enable predictive maintenance, remote audits, and improved safety. This approach reduces downtime, enhances transparency, and offers a scalable model demonstrating the potential of digital twins in advancing metrological traceability and operational efficiency in hydrogen technologies. T2 - IMEKO TC-6 International Conference on Metrology and Digital Transformation - M4DConf 2025 CY - Benevento, Italy DA - 03.09.2025 KW - Datenintregration KW - IT KW - Verwaltungsschale KW - Infrastruktur KW - OT KW - Open Source KW - Software PY - 2025 UR - https://www.m4dconf.org/ UR - https://www.sciencedirect.com/journal/measurement-digitalization SP - 1 EP - 6 AN - OPUS4-64951 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -