TY - RPRT A1 - Weber, Michael T1 - Strukturspannungsberechnung bei zylindrischen Behältern mit Aufdachungen unter Innendruck N2 - Für die Sicherheit und Gebrauchstauglichkeit von geschweißten Behältern mit Aufdachungen unter Innendruck müssen die Biegezusatzspannungen berechnet oder wirklichkeitsnah abgeschätzt werden. Dazu können verschiedene Verfahren herangezogen werden, die sich in Aufwand, Genauigkeit und zeitlicher Verfügbarkeit des Ergebnisses unterscheiden. Beim Entwurf von Behältern, im Betrieb oder im Schadensfall kommen sie zum Einsatz. T3 - BAM Forschungsberichtreihe - 224 KW - Druckbehälter KW - Schweißnaht KW - Aufdachung KW - Ovalisierung KW - Imperfektion KW - Axialversatz KW - Winkelversatz KW - Membranspannung KW - Biegespannung KW - Strukturspannung PY - 1998 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-2266 SN - 978-3-89701-038-0 SN - 0938-5533 VL - 224 SP - 1 EP - 76 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-226 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Weber, Michael T1 - VG3D - Zeichenprogramm für die vektographische Darstellung dreidimensionaler Strukturen N2 - Es wird ein Zeichenprogramm dokumentiert, das Eingabe- und Ausgabedatensätze für das Finite-Element-Programm ADINA graphisch interpretiert und damit eine benutzerfreundliche Datenkontrolle ermöglicht. T3 - BAM Forschungsberichtreihe - 150 KW - Computergraphik KW - Finite Elemente KW - Dreidimensionale Darstellung KW - Verdeckte Kanten KW - FORTRAN 77 KW - Kernkraftwerke PY - 1988 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-3008 SN - 978-3-88314-776-1 SN - 0938-5533 VL - 150 SP - 1 EP - 88 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-300 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Buchhardt, Frank A1 - Magiera, Götz A1 - Matthees, Wolfgang A1 - Altes, J. A1 - Weber, Michael T1 - Nichtlineare dynamische Berechnungen zum Penetrationsverhalten des AVR-Reaktorgebäudes N2 - Die Kernforschungsanlage Jülich GmbH (KFA) plant den Umbau des AVR-Reaktors zu einer Prozesswärmeanlage. Der Schwerpunkt der Untersuchungen lag auf der Erarbeitung des Konzeptes für Umbau, Feststellung des derzeitigen Zustandes der Anlage und der Sicherheitstechnik. T3 - BAM Forschungsberichtreihe - 144 KW - Forschungszentrum Jülich KW - Tragfähigkeit KW - Flugzeugabsturz KW - Sicherheitsbehälter KW - Hochtemperaturreaktor PY - 1987 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-3060 SN - 978-3-88314-702-8 SN - 0938-5533 VL - 144 SP - 1 EP - 74 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-306 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Weber, Michael T1 - Bestimmung von Wärmeübergangskoeffizienten im Bereich geometriebedingter Wärmebrücken N2 - Darstellung eines Verfahrens zur experimentellen und rechnerischen Bestimmung von Wärmeübergangskoeffizienten auf der Grundlage von Modellversuchen und nachfolgender numerischer Analyse. T3 - BAM Forschungsberichtreihe - 182 PY - 1992 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-2689 SN - 978-3-89429-145-1 SN - 0938-5533 VL - 182 SP - 1 EP - 114 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-268 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Weber, Michael T1 - Dreidimensionale Analyse von unbewehrtem Beton mit nichtlinear-elastischem Materialgesetz N2 - Für unbewehrten Beton unter vorwiegend dreiaxialer Druckbeanspruchung wird ein Materialgesetz entwickelt, das Mikrorissbildung als Ursache der Nichtlinearität postuliert. T3 - BAM Forschungsberichtreihe - 91 KW - Beton KW - Dreiaxialer Druckversuch KW - Rissbildung PY - 1983 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-3593 SN - 978-3-88314-265-4 SN - 0938-5533 VL - 91 SP - 1 EP - 96 PB - Wirtschaftsverlag NW CY - Bremerhaven AN - OPUS4-359 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weber, Michael A1 - Mirwald-Schulz, Birgit A1 - Neumann, Eberhard ED - Thompson, D. O. T1 - Calculation of ultrasonic reflection and transmission in anisotropic austenitic layered structures T2 - 26th Annual Review of Progress in Quantitative Nondestructive Evaluation CY - Montréal, Canada DA - 1999-07-25 PY - 1999 SN - 1-563-96930-0 SN - 0743-0760 SN - 0094-243X N1 - Serientitel: AIP conference proceedings – Series title: AIP conference proceedings IS - 509 SP - 161 EP - 168 PB - American Institute of Physics CY - Melville, NY AN - OPUS4-1033 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Mehner, Hartmut A1 - Menzel, Michael A1 - Weber, K. A1 - Regener, D. T1 - Characterization of the microstructure of high-chromium cast irons using Mössbauer spectroscopy N2 - The finish grinding process for cement materials uses ball mills with differently sized grinding balls. Because the grinding takes place through the impact and friction of the balls, balls with a high wear resistance are desirable and the materials of choice are the high-chromium white cast irons. This article examines the behavior of these cast irons when subjected to various heat treatments. The emphasis is on the dependence of the microstructure properties on the chemical composition of the alloys and the heat treatment parameters. The content of retained austenite and that of carbon in the martensite phase were determined by the use of Mössbauer spectroscopy. The results verify that a higher proportion of retained austenite with low carbon content and a martensite with higher hardness produce a material with good fracture toughness and resistance to abrasive wear. KW - High-cromium cast irons KW - White cast irons KW - Grinding process of cement materials KW - Grinding balls KW - As-cast grinding balls PY - 2001 DO - https://doi.org/10.1016/S1044-5803(01)00143-7 SN - 1044-5803 SN - 1873-4189 VL - 46 SP - 399 EP - 406 PB - Elsevier CY - New York, NY AN - OPUS4-1205 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Weber, Gert A1 - Rethmeier, Michael T1 - Spot welding and weldbonding of high strength steels for lightweight auto body manufacturing T2 - EUROJOIN 8 - 8th European conference CY - Pula, Croatia DA - 2012-05-24 KW - Spot welding KW - Weldbonding KW - High strength steels KW - Process reliability KW - Mechanical properties of joints PY - 2012 SP - 633 EP - 643 AN - OPUS4-26383 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Weber, Gert A1 - Thommes, H. A1 - Gaul, H. A1 - Hahn, O. A1 - Rethmeier, Michael T1 - Mechanical properties of weldbonded joints of advanced high strength steels N2 - In lightweight car body shell mass production, due to requirements on vehicle weight reduction and carbon dioxide emissions, joining of advanced high strength steels (AHSS) with different joining procedures and especially hybrid bonding techniques is becoming more and more important. One of these hybrid bonding techniques is the combination of resistance spot welding and adhesive bonding called weldbonding. One of the important advantages of weldbonded joints in comparison to resistance spot welded joints are the enhanced mechanical properties. To guarantee sufficiently high quality conditions regarding the strength of the weldbonded joints, the influences of the applied adhesive systems and of different base metal combinations are studied. This is carried out for both non-corrosive and corrosive environments and for the choice of different joining parameters settings. In particular, the mechanical behaviour of the weldbonded joints is investigated under quasi-static, impact and fatigue loads. Furthermore, the energy absorption of the weldbonded joints for both non-corrosive and corrosive environments is studied. It is shown that the weldbonded joints possess higher mechanical strengths in all load cases (quasi-static, impact and fatigue). Corrosive attack affects weldbonded joints, and the quasi-static strength is reduced. Resistance spot welded joints are not affected by the corrosive attack, but even after several weeks of corrosive attack, the quasi-static strength of weldbonded joints remains higher than that of resistance spot welded joints. KW - Weldbonded joints KW - Corrosion KW - Mechanical strength KW - Fracture behaviour KW - Fatigue KW - Crash behaviour PY - 2011 DO - https://doi.org/10.1163/016942411X580090 SN - 0169-4243 SN - 1568-5616 VL - 25 IS - 18 SP - 2369 EP - 2389 PB - VNU Science Press CY - Utrecht AN - OPUS4-24513 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Ullner, Christian A1 - Brauser, Stephan A1 - Subaric-Leitis, Andreas A1 - Weber, Gert A1 - Rethmeier, Michael T1 - Determination of local stress-strain properties of resistance spot-welded joints of advanced high-strength steels using the instrumented indentation test N2 - For spot-welded joints, the resistance to mechanical stress depends on the local strength properties and gradients in the weld area. The commonly used methods for investigating the stress–strain behaviour across the weld area are connected with a high level of sample preparation and with considerable limitations in local resolution. A promising method for determining locally resolved stress–strain curves is the instrumented indentation test in connection with the method of representative stress and strain (RS) and the method of artificial neural networks (NNs). The stress–strain properties of the weld nugget and the base metal determined by these two methods are compared and discussed, additionally in relation to the stress–strain curves obtained from the tensile test. The measured Vickers hardness across the weld area is compared with the evaluated local stress–strain properties. Three steels used in automobile manufacturing are investigated: mild steel DC04 and two advanced high-strength steels (TRIP steel HCT690T and martensitic steel HDT 1200M). The results of the two methods (RS and NN) show good correspondence for the base metal area but some significant differences for the weld nugget. Comparing the data across the weld area, no evidence of the presence of residual stress (which would influence the results) was found. KW - Ortsaufgelöst KW - Lokale Spannungs-Dehnungskurven KW - Punktschweißverbindung KW - Instrumentierte Eindringprüfung PY - 2012 DO - https://doi.org/10.1007/s10853-011-5936-3 SN - 0022-2461 SN - 1573-4803 VL - 47 IS - 3 SP - 1504 EP - 1513 PB - Springer Science + Business Media B.V. CY - Norwell, Mass. AN - OPUS4-25276 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Gaul, Holger A1 - Brauser, Stephan A1 - Weber, Gert A1 - Rethmeier, Michael T1 - Methods to obtain weld discontinuities in spot-welded joints made of advanced high-strength steels N2 - Resistance spot welding is the major joining technique in mass car production. This applies in particular to high-strength steel and advanced high-strength steel (AHSS) joining of thin sheet steel components for lightweight body shell structures. Joining of AHSS in mass production might lead to weld discontinuities under certain circumstances. Those discontinuities in form of cracks might be an initial start of cracking in the spot-welded joints regarding fatigue loads. It is of great interest to figure out, if, in comparison to specimens without weld discontinuities, the crack initiating point changes and if the fatigue resistance might be reduced by the discontinuities. In this contribution, an overview of potential discontinuities is given. Their possible causes are discussed and means for their detection are highlighted. Among the possible causes of weld discontinuities, two major groups are distinguished: the welding parameters as primary influences in the welding process, and the production-specific influences as secondary ones. With emphasis on major cracks penetrating the weld nugget, these influences are analysed. Finally, a combination of extreme welding parameters with production-specific influences is chosen in order to establish a method which enables the preparation of fatigue test specimens with reproducible major cracks in different locations of the spot-welded joints. This method is than applied in order to prepare spot weld specimens for fatigue tests. KW - Cracking KW - Defects KW - Fatigue loading KW - High strength steels KW - Resistance spot welding PY - 2011 SN - 0043-2288 SN - 1878-6669 VL - 55 IS - 11/12 SP - 99 EP - 106 PB - Springer CY - Oxford AN - OPUS4-25026 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Weber, Gert A1 - Brauser, Stephan A1 - Gaul, Holger A1 - Rethmeier, Michael T1 - Study of fatigue behavior for spot welded tensile shear specimens of advanced high strength steels N2 - For automotive body-in-white applications the influence of manufacture-related gaps between the steel sheets and also of manufacture-related surface cracks on the fatigue behavior of tensile shear specimens for spot welded TRIP steel was analyzed. It was shown that gaps between the steel sheets reduce the fatigue strength, whereas the fatigue behavior is neither influenced by cracks in the electrode indentation area nor in the heat effected zone. PY - 2012 DO - https://doi.org/10.1002/srin.201100286 SN - 1611-3683 SN - 0177-4832 VL - 83 IS - 10 SP - 988 EP - 994 PB - Verl. Stahleisen CY - Düsseldorf AN - OPUS4-27632 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Brauser, Stephan A1 - Rethmeier, Michael A1 - Pepke, Lutz-Alexander A1 - Weber, Gert T1 - Influence of production-related gaps on strength properties and deformation behaviour of spot welded trip steel HCT690T N2 - In this study, the influence of production-related gaps on the shear tension strength and fatigue performance was investigated for resistance spot welded TRIP steel HCT690. Furthermore, the local strain distribution in shear tension test was calculated by the digital image correlation technique (DIC). The static shear tension strength was found to be almost independent of gaps up to 3 mm. The maximum local strain in the spot weld region however decreases depending on which sample side (deformed or undeformed) is considered. In addition, it has been ascertained that gaps of 3 mm lead to a significant drop in fatigue life compared to gap-free shear tension samples. This fact could be attributed to decreased stiffness, higher transverse vibration and higher rotation (θ) between the sheets as well as increased local stress calculated by 2 dimensional FE simulation. KW - Deformation KW - Fatigue life KW - Finite element analysis KW - Gap KW - Resistance spot welding KW - Shear strength PY - 2012 SN - 0043-2288 SN - 1878-6669 VL - 56 IS - 03-04 SP - 115 EP - 125 PB - Springer CY - Oxford AN - OPUS4-27590 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - RPRT A1 - Rethmeier, Michael A1 - Weber, Gert A1 - Gaul, H. A1 - Brauser, Stephan T1 - Untersuchungen zur Ermüdungsfestigkeit von Widerstandspunktschweißverbindungen aus hochfesten Mehrphasenstählen unter Berücksichtigung fertigungsspezifischer Einflüsse N2 - Unter den rauen Bedingungen in der Automobilrohkarosseriefertigung lassen sich schweißbedingte Imperfektionen wie Risse beim Widerstandspunktschweißen von hochfesten Stählen nicht immer vermeiden. Für die sichere Auslegung ist die Kenntnis über den Einfluss solcher Risse von erheblicher Bedeutung. PY - 2011 SN - 978-3-942541-04-6 VL - P 802 SP - 1 EP - 86 PB - Verlag und Vertriebsgesellschaft mbH CY - Düsseldorf AN - OPUS4-25450 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Rethmeier, Michael A1 - Brauser, Stephan A1 - Weber, Gert T1 - Potential of optical strain field measurement for the characterisation of the properties of resistance-spot-welded joints N2 - For the designing of safety-relevant components particularly by means of finite element calculations, great significance is attached to the determination of local material parameters in the welding region. Conventional test methods can merely provide global parameters which, however, are frequently not sufficient precisely for the calculation of resistance-spot-welded components since these are characterised by the existence of joining zones with tight local limitations. In contrast, modern test methods such as optical strain field measurement permit the determination of the characteristic material data for concrete locations and times. In order to establish the potential of optical strain field measurements for the characterisation of the local material behaviour of spotwelded joints, tensile shear tests as well as tensile tests were carried out on resistance-spot-welded high-strength steels. The results show the high potential of this procedure not only for the quantification of the local strain behaviour in the joining region but also for the determination of local characteristic material data. PY - 2011 SN - 1612-3433 VL - 10 IS - 1 SP - 48 EP - 52 PB - DVS - German Welding Society CY - Düsseldorf AN - OPUS4-23220 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - GEN A1 - Weber, Gert A1 - Bschorr, T. A1 - Cramer, H. A1 - Hahn, Oliver A1 - Rethmeier, Michael A1 - Thommes, H. ED - da Silva, L.F.M. ED - Altenbach, H. T1 - Hybrid bonding of advanced high strength steels in the lightweight body shell design for the automobile manufacturing N2 - In the lightweight body shell mass production of automobiles, the application of hybrid bonding techniques becomes more and more important. Especially the combination of adhesive bonding and resistance spot welding called weldbonding is of great importance. The target of this contribution is to show the influence of medium-viscosity and low-viscosity structural adhesives on the process reliability of the weldbonding process and the mechanical properties of the hybrid bonded joints. The given results are based on the application of an epoxy PUR-based, an epoxy resin-based and a rubber-based adhesive system for joining a mild and some different advanced high strength steels (AHSS). It will be shown that both the process reliability of the weldbonding process and the mechanical behaviour of the weldbonded joints are influenced by the combinations of the base metals, the applied adhesive systems and the choice of the joining parameters. The behaviour of the weldbonded joints will be studied under quasi-static and impact loads. The discussion of the metallurgical structure of the weldbonded joints depending on the joining parameters will be given, too. Furthermore, the fatigue behaviour of the weldbonded joints will be studied. KW - Advanced high strength steels KW - Hybrid bonding KW - Lightweight body shell design KW - Weldbonding process reliability KW - Weldbonded joint behaviour PY - 2010 SN - 978-3-642-12666-6 DO - https://doi.org/10.1007/978-3-642-12667-3_22 N1 - Serientitel: Advanced Structured Materials – Series title: Advanced Structured Materials VL - 3 SP - 343 EP - 372 PB - Springer AN - OPUS4-23150 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Buchhardt, Frank A1 - Magiera, Götz A1 - Matthees, Wolfgang A1 - Weber, Michael T1 - Sensitivity of nuclear power plant structural response to aircraft impact T2 - Conference on structural analysis and design of nuclear power plants CY - Porto Alegre, Brazil DA - 03.10.1984 PY - 1984 SP - 111 EP - 114 CY - Porto Alegre AN - OPUS4-36780 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Buchhardt, Frank A1 - Magiera, Götz A1 - Matthees, Wolfgang A1 - Weber, Michael T1 - Untersuchungen zum Tragverhalten eines Kernkraftwerkes für den Lastfall Flugzeugabsturz PY - 1984 SN - 0340-7551 VL - 14 IS - 3 SP - 212 EP - 215 CY - Berlin AN - OPUS4-36781 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Buchhardt, Frank A1 - Weber, Michael A1 - Yazdi, F. T1 - On decisive factors of liner anchorage behaviour T2 - Conference on structural analysis and design of nuclear power plants CY - Porto Alegre, Brazil DA - 03.10.1984 PY - 1984 SP - 87 EP - 100 CY - Porto Alegre AN - OPUS4-36783 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Brauser, Stephan A1 - Pepke, Lutz-Alexander A1 - Weber, Gert A1 - Rethmeier, Michael A1 - Göklü, S. T1 - Einfluss der Schweißstromform auf die Schweißbereiche und die Festigkeit beim Widerstandpunktschweißen moderner Automobilwerkstoffe T2 - 21. DVS-Sondertagung "Widerstandsschweissen 2010" CY - Duisburg, Deutschland DA - 2010-05-05 KW - Widerstandschweißen KW - Schweißbereiche KW - Anlagenkonfiguration KW - Schwingfestigkeit PY - 2010 SP - 1 EP - 7(?) CY - Duisburg AN - OPUS4-21561 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -