TY - JOUR A1 - Reusch, Frederik A1 - Klingbeil, Dietmar A1 - Svendsen, B. T1 - A non-local extension of Gurson-based ductile damage modeling N2 - The purpose of this work is the development and numerical implementation of a non-local extension of existing Gurson-based modeling for isotropic ductile damage and attendant crack growth. In the current work, this extension is based on a generalization of Gurson-based ductile damage modeling formally analogous to that of Needleman and Tvergaard as based on a (local) effective damage parameter f* which accounts in their case in an effective fashion for the effect of void coalescence on yield behaviour. Here, the corresponding generalized effective damage parameter ? is introduced in order to delocalize the model damage process. To this end, ? is modeled in this work as a scalar-valued continuum microstructural field or generalized phase field via a recent thermodynamic approach to the modeling of such fields. In the last part of the work, the complete model for coupled damage-deformation is implemented numerically using the finite element method and utilized to investigate the damage behaviour of an inhomogeneous steel block in simple tension. The corresponding simulation results demonstrate in particular that delocalization of the model damage process also leads to minimization of mesh-dependence. For simplicity, the current formulation is restricted to the case of small strain and isothermal conditions. PY - 2003 DO - https://doi.org/10.1016/S0927-0256(02)00402-0 SN - 0927-0256 VL - 26 SP - 219 EP - 229 PB - Elsevier CY - Amsterdam AN - OPUS4-2863 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Baer, Wolfram A1 - Klingbeil, Dietmar T1 - Werkstoffprüfung bei Hochgeschwindigkeitsbeanspruchung KW - Werkstofftechnik KW - Hochgeschwindligkeitsbeanspruchung KW - Crash PY - 2003 DO - https://doi.org/10.1002/maco.200390134 SN - 0947-5117 SN - 1521-4176 VL - 54 IS - 8 SP - 612 EP - 617 PB - Wiley-VCH Verl. CY - Weinheim AN - OPUS4-2860 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Reusch, Frederik A1 - Klingbeil, Dietmar A1 - Svendsen, B. T1 - Local and non-local Gurson-based ductile damage and failure modelling at large deformation N2 - The purpose of this work is the formulation, numerical implementation and initial application of a non-local extension of existing Gurson-based modelling for isotropic ductile damage and attendant crack growth. It is being carried out under the premise that void coalescence results not only in accelerated damage development (e.g., Needleman and Tvergaard, 1984), but also in damage delocalisation (i.e., via interaction between neighbouring Gurson RVE's). To this end, we proceed by analogy with the approach of Needleman and Tvergaard (1984) who replaced the Gurson void volume fraction f with a (local) effective damage parameter f* in the Gurson yield condition to account for the effect of void coalescence on the material behaviour. In the current case, the role of f* is taken over and generalised by an effective continuum damage field ?. A field relation for ? is formulated here in the framework of continuum thermodynamics. In the simplest case, the resulting relation is formally analogous to the inhomogeneous temperature equation in which void nucleation and growth represent (local) sources for ? and in which void coalescence takes place in a process zone whose dimension is determined by a characteristic material lengthscale. Analogous to temperature, then, ? represents an additional continuum degree-of-freedom here, resulting in a coupled deformation-damage field model. In the last part of the work, the complete model for coupled damage-deformation is implemented numerically using the finite-element method on the basis of backward-Euler integration and consistent linearisation. Using this implementation, the behaviour of the current extended Gurson-based damage model is investigated for the case of simple tension of an inhomogeneous steel block. In particular, the corresponding simulation results document quantitatively the dependence of the delocalisation of the model damage process and minimisation of mesh-dependence on the characteristic dimension of the damage process zone. KW - Thermodynamic formulation KW - Gurson-based damage modelling KW - Non-local modelling PY - 2003 DO - https://doi.org/10.1016/S0997-7538(03)00070-6 SN - 0997-7538 SN - 1873-7285 VL - 22 IS - 6 SP - 779 EP - 792 PB - Elsevier CY - Paris AN - OPUS4-2862 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eberle, Arno A1 - Klingbeil, Dietmar A1 - Schicker, Johannes T1 - The calculation of dynamic JR-curves from the finite element analysis of a Charpy test using a rate-dependent damage model N2 - A two-dimensional analysis of the Charpy V-notch specimen subjected to impact loading, according to the standard DIN EN 10045-1, is carried out, using a transient explicit dynamic finite element program. An elastic-viscoplastic, temperature dependent, constitutive relation for a porous plastic solid based on the Gurson damage model is developed. Ductile fracture of the matrix material will be described by the nucleation and subsequent growth of voids to coalescence. An updated Lagrange–Jaumann formulation is employed accounting for large strain and rotation. The discretization is based on four-node plane strain solid elements with one Gauss point. The equations of motion are integrated numerically by an explicit integration algorithm utilising a lumped mass matrix. The predictions of the numerical analysis in terms of force deflection response, crack resistance behaviour and deformation energy absorbtion are compared with results from Charpy tests which were carried out according to the low-blow technique. PY - 2000 SN - 0029-5493 SN - 1872-759X VL - 198 IS - 1-2 SP - 75 EP - 87 PB - North-Holland Publ. Co. CY - Amsterdam AN - OPUS4-995 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Hünecke, Joachim A1 - Schöne, Dieter A1 - Klingbeil, Dietmar A1 - Bork, Claus-Peter T1 - Advanced life prediction by microstructural simulation of short cracks in a low carbon steel N2 - This paper deals with life prediction by observation and simulation of short fatigue cracks in cyclically loaded smooth and notched specimens made of 0.15 wt-% carbon steel SAE1017. The measured crack behaviour was simulated in a microstructural environment. Reference tests under constant amplitude loading allowed to determine model parameters and hence a reasonable life prediction by simulation resulted even for service loading. Short crack behaviour was a measurable property for damage also to compare smooth and notched specimens. KW - Short cracks KW - Life prediction KW - Simulation KW - Fatigue KW - Microstructure KW - Service loading KW - Notch KW - Kurze Risse KW - Gefüge KW - Ermüdung KW - Lebensdauer PY - 2006 DO - https://doi.org/10.1016/j.ijfatigue.2005.07.049 SN - 0142-1123 VL - 28 IS - 9 SP - 993 EP - 1000 PB - Elsevier CY - Oxford AN - OPUS4-12559 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Komann, Steffen A1 - Kiyak, Yusuf A1 - Wille, Frank A1 - Zerbst, Uwe A1 - Weber, Mike A1 - Klingbeil, Dietmar T1 - Assessment of ductile cast iron fracture mechanics analysis within licensing of German transport packages T2 - ASME 2012 Pressure vessels & piping division conference CY - Toronto, Ontario, Canada DA - 2012-07-15 PY - 2012 SP - PVP2012-78213, 1-7 PB - American Society of Mechanical Engineers CY - New York AN - OPUS4-26363 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Klinger, Christian A1 - Mehdianpour, Milad A1 - Klingbeil, Dietmar A1 - Bettge, Dirk A1 - Häcker, Ralf A1 - Baer, Wolfram T1 - Failure analysis on collapsed towers of overhead electrical lines in the region Münsterland (Germany) 2005 N2 - End of November 2005 strong south-west wind and heavy snowfall were predominant in the region Münsterland, north-western part of Germany. This led to accretion of a considerable quantity of wet snow to overhead electrical lines in form of snow rolls on the conductors. Eighty-two transmission towers failed catastrophically, most of them by buckling, however some by brittle fracture. As a consequence nearly 250,000 people have been cut off from electrical power supply for several days with major media attention. This paper describes the forensic analysis in order to investigate the failure cause. Therefore extensive materials investigations, mechanical testing of original components and specimens thereof, estimations for the real wind and snow loads and their combinations, structural analyses as well as detailed evaluations on the basis of previous investigations, literature and regulations were conducted. It was revealed that some of the examined components were manufactured from Thomas steel which was partially in embrittled condition. The investigated towers fulfilled the design codes valid at the time of erection. However the present line loads of the wet snow rolls on the conductors exceeded by far the ones given in the design codes valid at that time. The load case leading to failure was reconstructed by the derived positions of loads mainly caused by unequal and asymmetric distribution of snow rolls on left and right electrical system. The loads and corresponding stresses acting on the structure before failure were estimated. By comparison with the fracture forces from mechanical testing of original members of the collapsed tower the component that primarily failed was localised. The primary fracture occurred on a diagonal member under tension made of Thomas steel which was weakened by embrittlement. The failure cause was a combination of heavy weather conditions (storm, approx. 0 °C and wet snowfall leading to heavy snow rolls on conductors), asymmetric loading conditions and the usage of Thomas steel which was partially embrittled. Finally, recommendations for avoiding future failures are given. KW - Transmission towers KW - Thomas steel KW - Embrittlement KW - Snow loads KW - Ice loads PY - 2011 DO - https://doi.org/10.1016/j.engfailanal.2011.07.004 SN - 1350-6307 SN - 1873-1961 VL - 18 IS - 7 SP - 1873 EP - 1883 PB - Elsevier Science Publ. CY - Oxford AN - OPUS4-24517 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Zerbst, Uwe A1 - Beretta, S. A1 - Köhler, G. A1 - Lawton, A. A1 - Vormwald, M. A1 - Beier, H.T. A1 - Klinger, Christian A1 - Cerný, I. A1 - Rudlin, J. A1 - Heckel, Thomas A1 - Klingbeil, Dietmar T1 - Safe life and damage tolerance aspects of railway axles - A review N2 - The paper gives an overview on safe life and damage tolerance methods applied to railway axles. It describes failure scenarios due to fatigue crack initiation and propagation. Besides common aspects of design, specific features such as corrosion and impact damage from flying ballast are discussed which may reduce the fatigue strength of axles during service. Potential effects of non-metallic inclusions from the steel manufacturing process are addressed in the context of the very high number of loading cycles railway axles are designed for. With respect to damage tolerance general lines of fracture mechanics residual lifetime analyses are introduced. More specific discussion is provided on aspects such as the threshold value of fatigue crack propagation and reliability aspects of non-destructive inspection. KW - Railway axle KW - Safe life design KW - Damage tolerance KW - Fatigue strength KW - Fatigue crack propagation KW - Inspection intervals PY - 2013 DO - https://doi.org/10.1016/j.engfracmech.2012.09.029 SN - 0013-7944 SN - 1873-7315 VL - 98 SP - 214 EP - 271 PB - Elsevier Science CY - Kidlington AN - OPUS4-27779 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Baer, Wolfram A1 - Bösel, Dieter A1 - Eberle, Arno A1 - Klingbeil, Dietmar T1 - Determination of dynamic crack resistance of ductile cast iron using the compliance ratio key curve method KW - Dynamic crack resistance curve KW - Ductile cast iron KW - Single-specimen method KW - Key curve KW - Compliance ratio method PY - 2010 DO - https://doi.org/10.1016/j.engfracmech.2009.06.015 SN - 0013-7944 SN - 1873-7315 VL - 77 SP - 374 EP - 384 PB - Elsevier Science CY - Kidlington AN - OPUS4-20822 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Zerbst, Uwe A1 - Klinger, Christian A1 - Klingbeil, Dietmar T1 - Structural assessment of railway axles - A critical review N2 - The safety assessment of railway axles is based on a two-stage approach: fatigue strength design and regular inspections which, in terms of a general safety philosophy refer to safe-life and damage tolerance concepts. Starting with a recent failure case, a broken axle of a German high speed train, a discussion is presented on issues of both safety levels. These include ideas for finite life design, the treatment of in-service effects on the fatigue strength due to flying ballast damage and corrosion pits, the effect of corrosion on fatigue crack initiation and propagation, potential effects of non-metallic inclusions in steels, the way to detect them by quality control measures and reliability aspects of non-destructive testing with respect to the detection of fatigue cracks. Proposals are made how the safety level could be further improved. KW - Railway axles KW - Safe life design KW - Damage tolerance design KW - Non-destructive testing KW - Flying ballast impact KW - Corrosion KW - Non-metallic inclusions PY - 2013 UR - http://www.sciencedirect.com/science/article/pii/S1350630712002531 SN - 1350-6307 SN - 1873-1961 VL - 35 IS - Special issue on ICEFA V- Part 1 SP - 54 EP - 65 PB - Elsevier Science Publ. CY - Oxford AN - OPUS4-29715 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Klingbeil, Dietmar A1 - Klinger, Christian A1 - Kinder, J. A1 - Baer, Wolfram T1 - Investigations for indications of deliberate blasting on the front bulkhead of the ro-ro ferry MV Estonia N2 - The roll-on-roll-off passenger ferry MV ESTONIA sank during the night of 28 September 1994 in the Baltic Sea. In October 2000, divers recovered two palm-sized test pieces from the front bulkhead of the wreck. The investigators analysed these specimens to determine whether there were any indications of deliberate blasting. Since the wreck had been submerged for almost six years, it was clear that chemical traces would not be present on the surfaces of the test pieces. Therefore, the investigators performed comparative tests on shipbuilding steel to find a microstructural criterion that exclusively characterises a blast. The shipyard Jos. L. Meyer, Germany, had built the ESTONIA and supplied shipbuilding steel plates similar to that used for building the vessel in 1979/1980. The comparative tests comprised mechanical tests, shot peening tests and blasting tests using different explosives. Testing demonstrated that blasting always formed twinned ferrite grains in the microstructure over the whole cross-section of each of the 8 mm thick comparative plates. Although one of the original test pieces of the ESTONIA showed deformation twins, this was only confined up to 0.4 mm underneath the surfaces and not spread over the whole cross-section. Comparative shot peening tests produced the very same pattern of subsurface deformation twins. Therefore, the twins detected in the microsection of the test pieces of the ESTONIA wreck traced back to the shot peening process performed by the shipyard in 1979/1980 and not to a deliberate blast. KW - Investigations on parts of a ship wreck KW - Comparative blasting tests KW - Metallographic analyses of shipbuilding steel KW - Derivation of microstructural criteria for blasting KW - Deformation twins PY - 2014 DO - https://doi.org/10.1016/j.engfailanal.2014.03.016 SN - 1350-6307 SN - 1873-1961 VL - 43 IS - Special Issue 'A Tribute to Prof. A. Martens' SP - 186 EP - 197 PB - Elsevier Science Publ. CY - Oxford AN - OPUS4-31291 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Bettge, Dirk A1 - Klinger, Christian A1 - Klingbeil, Dietmar A1 - Eberle, Arno T1 - Investigations on the breakdown of a heat recovery steam generator during the initial operation run N2 - Several years ago, in 2003, an industrial heat recovery steam generator in charge of generating process steam in a petrochemical refinery was installed and prepared for initial operation. The steam generator enclosed an evaporator section and a superheater section consisting mainly of bundles of tubes with the longest up to several metres in length. During initial operation test runs severe leakages in the evaporator and superheater modules became noticeable. The test runs were stopped and after disassembly, through-wall cracks in several tube bends were found. BAM was commissioned to carry out the investigations in order to find out the reasons for the failure of the tubes. During on-site inspection a number of relevant damaged components and parts were selected and taken away to the laboratories for detailed inspection. Planned analyses were to comprise metallographic as well as fractographic investigations, mechanical fatigue testing and experimental as well as finite element vibration analyses on specimens and components. Soon, the fracture mechanism was found to be mechanical fatigue due to the fact that the examined fracture surfaces showed the very characteristic beachmarks and colouring patterns. To identify the particular loading and time at which crack initiation and crack propagation took place, experimental and numerical vibration analyses of specific tubes as well as mechanical fatigue tests on tube bends were carried out. Thus it was possible to identify the eigenfrequencies of individual tubes, to estimate the dynamic response as well as the nominal stresses and, hence, experimentally characterise the in-service fatigue strength of the components. Mechanical and thermal comparative tests on tube bends were performed simulating the conditions during the initial test run in order to get crack surfaces comparable to that of the originally damaged components. Thereby it became obvious that the fatigue cracks were initiated by vibrations the tube bundles were exposed to during rail transport from the manufacturer’s site to the place of installation. Based on these results, the damaged components could be repaired or exchanged without modification of the construction, but the rules relating packaging and securing for shipping had to be revised. KW - Steam generator KW - Fatigue failure KW - Vibration analysis KW - Vibrations due to shipping KW - Transport failure KW - Fatigue PY - 2014 DO - https://doi.org/10.1016/j.engfailanal.2013.12.005 SN - 1350-6307 SN - 1873-1961 VL - 43 IS - Special Issue 'A Tribute to Prof. A. Martens' SP - 253 EP - 270 PB - Elsevier Science Publ. CY - Oxford AN - OPUS4-31490 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Eberle, Arno A1 - Häcker, Ralf A1 - Klingbeil, Dietmar A1 - Wossidlo, Peter T1 - Experimentelle und numerische ERmittlung dynamischer Risswiderstandskurven im Kerbschlagbiegeversuch N2 - Die bruchmechanische Beurteilung von Komponenten erfordert die Kenntnis von Risswiderstandskurven, die jedoch häufig aufgrund fehlenden Probenmaterials nicht zur Verfügung stehen. Vielmehr sind typische werkstofftechnische Kennwerte verfügbar, wie Streckgrenze, Zugfestig, Gleichmaßdehnung, Bruchdehnung sowie die Kerbschlagarbeit in der Hochlage und die laterale Breitung von Kerbschlagbiegeproben. Das Materialmodell von Gurson beschreibt duktiles Risswachstum mit den Stadien Hohlraumentstehung, Hohlraumwachstum und Koaleszenz benachbarter Hohlräume bis zum makroskopischen Riss. Die Materialparameter des Gurson-Modells sind abhängig vom Werkstoff und der Temperatur, jedoch nicht von der Probengeometrie und Belastungsgeschwindigkeit, was eine Übertragung zwischen quasistatisch belasteten Bruchmechanikproben unterschiedlicher Geometrie und schlagartig belasteten Kerbschlagbiegeproben erlaubt. Im vorliegenden Beitrag wird eine Methode zur Konstruktion von Risswiderstandskurven vorgestellt, die auf den grundlegenden Daten des Zugversuchs und der Kenntnis der Fließkurve basiert. Die Fließkurve bei dynamischer Belastung wird durch erprobte Vorgehensweisen ermittelt, die auf der Analyse der dann erhöhten Aktivierungsenergie von Versetzungen basieren. Die Parameter der duktilen Schädigung werden im wesentlichen durch die Simulation von Versuchen an gekerbten Rundzugproben und des Kerbschlagbiegeversuchs bzw. der Anpassung an die Kerbschlagarbeit in der Hochlage bestimmt. Damit sind die Parameter der duktilen Schädigung bekannt, so dass durch die Simulation duktilen Rissfortschritts in Bruchmechanikproben die erforderlichen J-Risswiderstandskurven zur Verfügung gestellt werden können, was die Anwendung des klassischen J-Konzepts erlaubt. Wegen der Geometrieunabhängigkeit der ermittelten Materialparameter ist auch die direkte Anwendung des Gurson-Modells zur Sicherheitsanalyse angerissener Bauteile durchführbar. PY - 2001 SN - 0933-5137 SN - 1521-4052 VL - 32 IS - 6 SP - 532 EP - 538 PB - Wiley-VCH Verl. CY - Weinheim AN - OPUS4-33718 LA - deu AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Zerbst, Uwe A1 - Ainsworth, R. A. A1 - Beier, H.T. A1 - Pisarski, H. A1 - Zhang, Z. L. A1 - Nikbin, K. A1 - Nitschke-Pagel, T. A1 - Münstermann, S. A1 - Kucharczyk, P. A1 - Klingbeil, Dietmar T1 - Review on fracture and crack propagation in weldments - A fracture mechanics perspective N2 - Welding is one of the most common methods in industrial practice for joining components. Its main advantages are high speed in manufacturing combined with low costs and, usually, a high degree of flexibility, integrity and reliability. Nevertheless, welding is a highly complex metallurgical process and, therefore, weldments are susceptible to material discontinuities, flaws and residual stresses which may lead to structural failure and life time reduction. As a consequence weldments are an important field of fracture mechanics methods although its application is more complex than for homogeneous or non-welded structures. The aim of the paper is to provide an overview on the current state of fracture mechanics application to weldments. It starts by discussing the specific features which any fracture mechanics analysis of weldments has to take into account. Then, the experimental determination of fracture toughness, fatigue crack propagation and tensile properties of weldments is addressed. Finally, the analytical determination of the crack driving force in components and structural integrity assessment approaches for weldments are presented. KW - Weldments KW - Fracture mechanics KW - Fracture toughness KW - Fatigue crack propagation KW - Residual stresses KW - Strength mismatch PY - 2014 DO - https://doi.org/10.1016/j.engfracmech.2014.05.012 SN - 0013-7944 SN - 1873-7315 VL - 132 SP - 200 EP - 276 PB - Elsevier Science CY - Kidlington AN - OPUS4-32819 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Klingbeil, Dietmar A1 - Svendsen, B. A1 - Reusch, F. T1 - Gurson-based modelling of ductile damage and failure during cyclic loading processes at large deformation N2 - Purpose is the formulation, numerical implementation, identification and application of a material model for ductile damage and failure during cyclic and non-proportional loading. The authors combined a hyperelasticity-based elasto-plastic model for non-linear isotropic as well as kinematic hardening with a modified Gurson model. Evolution strategy helped identify the model parameters for the high-strength steel 10MnMoNi5-5. The simulation of ductile failure in fracture mechanics specimens verified the model with respect to cyclic loading at two temperatures. The simulation of additional fracture mechanics applications validated the model as to the development of residual stresses at the crack tip under cyclic loads. KW - Ductile damage KW - Combined non-linear hardening with cyclic loading KW - Finite-element simulation KW - Material parameter identification KW - Residual stresses PY - 2016 UR - http://www.sciencedirect.com/science/article/pii/S0013794416301138 DO - https://doi.org/10.1016/j.engfracmech.2016.03.023 SN - 0013-7944 VL - 160 SP - 95 EP - 123 PB - Pergamon-Elsevier Science Ltd. CY - Oxford, UK AN - OPUS4-36121 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -