Präsentation
Filtern
Erscheinungsjahr
Dokumenttyp
- Vortrag (22131)
- Posterpräsentation (6741)
- Beitrag zu einem Tagungsband (37)
- Sonstiges (9)
- Zeitschriftenartikel (3)
- Zeitschriftenheft (Herausgeberschaft für das komplette Heft) (2)
- Video (1)
Sprache
- Deutsch (17374)
- Englisch (11486)
- Mehrsprachig (31)
- Spanisch (14)
- Französisch (12)
- Russisch (3)
- Tschechisch (1)
- Ungarisch (1)
- Polnisch (1)
- Chinesisch (1)
Schlagworte
- Korrosion (340)
- Hydrogen (235)
- Corrosion (231)
- Additive manufacturing (204)
- Additive Manufacturing (186)
- Fluorescence (169)
- Nanoparticles (166)
- Additive Fertigung (151)
- Concrete (151)
- LIBS (149)
Organisationseinheit der BAM
- 6 Materialchemie (1129)
- 8 Zerstörungsfreie Prüfung (1087)
- 9 Komponentensicherheit (970)
- 7 Bauwerkssicherheit (938)
- 1 Analytische Chemie; Referenzmaterialien (881)
- 3 Gefahrgutumschließungen; Energiespeicher (597)
- 5 Werkstofftechnik (573)
- 4 Material und Umwelt (532)
- 9.4 Integrität von Schweißverbindungen (507)
- 2 Prozess- und Anlagensicherheit (371)
In the context of maritime repair coatings, it is not always possible to ensure a chloride-free surface. In order to investigate the influence of chloride-containing contaminants on the protective effect of maritime epoxy repair coatings, blasted steel samples (Sa 2½) were exposed to a solution of artificial seawater. The resultant contamination states were designated as follows: clean (C0), slightly contaminated (C1), and heavily contaminated (C2). Two coatings (A1 and A2) were applied and subjected to additional stress through scratching and impact damage.
The samples were subjected to a ten-week cyclic exposure test and, for comparison, placed in a maritime exposed location for one year. The corrosion phenomena were evaluated in accordance with DIN EN ISO 12944-6 /-9. The various chloride contaminants present in the samples posed a range of challenges to the protective efficacy of repair coatings.
To ascertain corrosion categories in German coastal regions (North Sea and Baltic Sea), exposure testing was conducted at seven locations. Atmospheric corrosion is determined at one location by exposing sample sheets of various materials. In accordance with DIN EN ISO 9226, sheets made of steel, zinc, copper, and aluminum are exposed. The atmospheric corrosion is determined in accordance with DIN EN ISO 9223, based on the mass loss of the sample sheets after one year of exposure. The corrosiveness at each location must be determined for each material and considered individually.
This presentation intends to offer an overview regarding the levels of corrosivity present within German coastal regions. Furthermore, the objective of this presentation is to stimulate discussion about future developments within the domain of maritime corrosion protection.
The German collaborative research project MCGUSS conducted by BAM Berlin and MPA Stuttgart is tailored to investigate the applicability of the probabilistic Master Curve (MC) concept according to ASTM E1921 to ferritic ductile cast iron (DCI). It is explored how the MC approach can be adopted to describe the dynamic fracture toughness of DCI in the lower ductile-to-brittle transition range (DBTR).
After conducting a comprehensive fracture mechanics test program using small- and large-scale SE(B) and C(T) specimens, a data base of currently 191 dynamic fracture toughness values was established and statistically analysed. According to the current state of knowledge, the MC method cannot routinely be applied to DCI, but material-specific modifications will be necessary.
Since the MCGUSS research program follows a microstructurally based approach, comprehensive metallographic and fractographic analyses have been conducted to characterize the dynamic brittle fracture mechanism in DCI which apparently differs from the known weakest link mechanism in cbc steels. But, since the weakest link model is an essential assumption for the MC approach and especially the underlying statistical size-effect in fracture toughness, it is vital to better understand the dynamic fracture process in DCI. The paper explains the dynamic brittle fracture mechanism “specimen size dependent arrest of local brittle fractures before global brittle failure by weakest link” which was now established for DCI. Significant impact is attributed to material specific features like crack arrest at graphite barriers and intrinsic crack tip blunting when a crack runs into graphite nodules on its path.
The MBLabs consortium comprises various organizations that operate testing facilities encompassing a broad spectrum of tests relevant to the construction sector, particularly building envelopes. In the future, additional testing facilities will join the METABUILDING platform to offer their services. These services will be integrated in the MBLabs Open Innovation Test Bed and accessible via the METABUILDING platform. The METABUILDING platform is operated by the METABUILDING association.
In Task 8.4 & 8.5 the Quality Assurance system of the MBLabs OITB was developed. The presentation gives an overview regarding the last activities performed after development of this system in the last year of project execution.
Obtaining higher levels of information on damage identification in Structural Health Monitoring (SHM) requires physics-based methods, which include structural models. Environmental effects are the most important source of variability in SHM data and must be correctly identified to avoid false attribution to damage. However, the interpretation of environmental effects in published SHM case-studies is often speculative, incomplete, or contradictory – the same observation (e.g., frequency decrease with temperature) is attributed to different mechanisms without systematic reasoning. Existing reviews catalog observations, but not the underlying physical mechanisms in a systematic way. This contribution addresses this gap by systematically cataloging environmental cause-and-effect mechanisms and their diagnostic signatures. We organize mechanisms by the physical chain linking environmental inputs to structural response: through material property changes (stiffness, density), geometric changes (thermal expansion), boundary condition modifications (gap opening, bearing behavior), or induced loading effects (wind). Analysis of case-studies from bridges, buildings, and towers reveals that often multiple mechanisms produce similar responses, necessitating the testing of different hypotheses rather than assuming a single cause. This catalog enables more rigorous interpretation of environmental variability, improving the quality of physics-based SHM.
Active laser thermography is a powerful non-destructive testing technique for detecting and characterizing surface and subsurface defects. However, its spatial resolution and depth-resolving capability are fundamentally limited by the diffusive nature of heat conduction. Spatially structured laser excitation offers a means to overcome these limitations by providing precise control over the distribution of deposited thermal energy.
In this presentation, recent developments at BAM exploiting structured laser heating for advanced thermographic reconstruction are presented. First, photothermal super-resolution reconstruction is introduced, in which multiple thermographic measurements with varying spatial heating patterns are combined through numerical inversion to reconstruct defect structures beyond the conventional diffusion-limited resolution. The use of rapidly projected random-pixel patterns enables accurate reconstruction within practical measurement times.
Building on this concept, spatially structured excitation is further combined with the virtual-wave approach. By transforming the diffusive thermal response into a virtual-wave representation, established wave-based reconstruction methods from ultrasonic testing can be applied to thermographic data. In particular, the total focusing method (TFM) is employed for three-dimensional reconstruction of deeply buried defects. Together, these approaches demonstrate how tailored laser excitation and physics-based numerical reconstruction can extend thermography from conventional 2D defect detection towards high-resolution and volumetric characterization.
Per- and polyfluoroalkyl substances (PFAS) are a group of chemicals with fluorinated carbon chains, including perfluorocarboxylic acids (PFCAs) such as perfluorooctanoic acid (PFOA). Extensive industrial use, particularly in Teflon production, has led to widespread environmental contamination. PFAS are highly persistent, bioaccumulate, and are now found globally in water, soil, and living organisms. Due to their toxicity, PFOA and related compounds were listed as persistent organic pollutants under the Stockholm Convention in 2019, prompting increased monitoring in water sources.
According to the current state of the art, PFAS are predominantly analyzed using chromatography techniques coupled to mass spectrometry, such as GC-MS, HPLC-MS, tandem HPLC-MS/MS, or HRMS. While these methods offer excellent sensitivity down to the ppt range, they are time-consuming, costly, and require laboratory infrastructure and trained personnel, limiting their use for on-site or routine monitoring, for example at industrial sites or wastewater treatment plants. In contrast, fluorescence assays provide a simpler, portable, and cost-effective alternative with rapid response and high sensitivity, particularly when analyte binding enhances probe emission. Integrating such probes with suitable carrier platforms and miniaturized optofluidic devices represents a promising approach for point-of-need PFCA monitoring.
In this study, we present the development of a green-fluorescent guanidine-BODIPY indicator monomer incorporated into a molecularly imprinted polymer (MIP) for the selective detection of perfluorooctanoic acid (PFOA). Analyte binding induces a fluorescence enhancement, enabling sensitive detection. The MIP is deposited as a thin layer on silica nanoparticles doped with tris(bipyridine)ruthenium(II) chloride, which provides an internal orange-emitting reference and improves measurement precision. In combination with a liquid–liquid extraction protocol, the system allows direct detection of PFOA in environmental water samples with a detection limit of 0.11 μM. Integration into an opto-microfluidic platform further enables rapid and user-friendly analysis within 15 minutes.
As Europe undergoes a transition towards climate-neutral mobility, the stra-tegic role of railways—and especially bridges—demands a deeper under-standing of their dynamic behavior. In particular, the widely used 3.5 m/s² deck acceleration limit for ballasted bridges, though central to current stand-ards, is based on limited empirical evidence and may be overly conservative. This contribution presents experimental and analytical advancements from the InBridge4EU project that are aimed at revising this acceleration limit cri-terion. A series of shake table tests were conducted to quantify the reduction in lateral resistance and aspects of vibration-induced creep in ballast under vertical dynamic excitation and concurrent lateral load. Complementing the experiments, a scenario-based assessment framework was developed to evaluate the impact of reduced lateral resistance and vibration-induced creep on the track safety and serviceability. This approach enables infrastructure operators to assess the consequences of new and existing railway bridges which exceed the acceleration limit criterion.
In 2017 the first German package approval certificate was issued for a dual purpose cask (DPC) design with encapsulated damaged spent nuclear fuel. At the Bundesanstalt für Materialforschung und -prüfung (BAM) a comprehensive assessment procedure was carried out with respect to the mechanical and thermal design, the containment design and quality assurance for manufacturing and operation. Main objective of this procedure was to verify the Package Design Safety Report (PDSR) fulfils the requirements according to the IAEA regulations SSR-6.
Until now only standard spent nuclear fuel assemblies were designated for interim storage and transports. Due to nuclear phase out in Germany all other kinds of SNF in particular damaged fuel has to be packed. Therefore specific requirements have to be considered in accordance with international experiences written in IAEA technical reports. In Germany damaged spent nuclear fuel (DSNF) needs a tight encapsulation with special encapsulations and clearly defined properties.
Due to the limited amount of DSNF these encapsulations are designed for storage and transport in existing packages. From the assessment experience it has been seen, corresponding PDSR need an extensively expansion to cover the design of these encapsulations and their influences on the package. Then such well-defined encapsulations can be handled like standard fuel assemblies. The main difference to standard package components is, encapsulations with permanent closure achieve their specified condition not after manufacturing but only during operation after loading and closing. Thus specific handling instruction and test procedures are necessary especially for welding, where BAM is able to survey the quality of this first part of operation.