Classical and sequential limit analysis revisited
Classical limit analysis applies to ideal plastic materials, and within a linearized geometrical framework implying small displacements and strains. Sequential limit analysis was proposed as a heuristic extension to materials exhibiting strain hardening, and within a fully general geometrical framew...
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Published in | Comptes rendus. Mecanique Vol. 346; no. 4; pp. 336 - 349 |
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Format | Journal Article |
Language | English |
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Elsevier Masson SAS
01.04.2018
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Abstract | Classical limit analysis applies to ideal plastic materials, and within a linearized geometrical framework implying small displacements and strains. Sequential limit analysis was proposed as a heuristic extension to materials exhibiting strain hardening, and within a fully general geometrical framework involving large displacements and strains. The purpose of this paper is to study and clearly state the precise conditions permitting such an extension. This is done by comparing the evolution equations of the full elastic–plastic problem, the equations of classical limit analysis, and those of sequential limit analysis. The main conclusion is that, whereas classical limit analysis applies to materials exhibiting elasticity – in the absence of hardening and within a linearized geometrical framework –, sequential limit analysis, to be applicable, strictly prohibits the presence of elasticity – although it tolerates strain hardening and large displacements and strains. For a given mechanical situation, the relevance of sequential limit analysis therefore essentially depends upon the importance of the elastic–plastic coupling in the specific case considered. |
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AbstractList | Classical limit analysis applies to ideal plastic materials, and within a linearized geometrical framework implying small displacements and strains. Sequential limit analysis was proposed as a heuristic extension to materials exhibiting strain hardening, and within a fully general geometrical framework involving large displacements and strains. The purpose of this paper is to study and clearly state the precise conditions permitting such an extension. This is done by comparing the evolution equations of the full elastic–plastic problem, the equations of classical limit analysis, and those of sequential limit analysis. The main conclusion is that, whereas classical limit analysis applies to materials exhibiting elasticity – in the absence of hardening and within a linearized geometrical framework –, sequential limit analysis, to be applicable, strictly prohibits the presence of elasticity – although it tolerates strain hardening and large displacements and strains. For a given mechanical situation, the relevance of sequential limit analysis therefore essentially depends upon the importance of the elastic–plastic coupling in the specific case considered. |
Author | Morin, Léo Kondo, Djimédo Remmal, Almahdi Leblond, Jean-Baptiste |
Author_xml | – sequence: 1 givenname: Jean-Baptiste surname: Leblond fullname: Leblond, Jean-Baptiste email: jbl@lmm.jussieu.fr organization: Sorbonne Universités, Université Pierre-et-Marie-Curie (UPMC), CNRS, UMR 7190, Institut Jean-Le Rond-d'Alembert, Tour 65-55, 4, place Jussieu, 75252 Paris cedex 05, France – sequence: 2 givenname: Djimédo surname: Kondo fullname: Kondo, Djimédo organization: Sorbonne Universités, Université Pierre-et-Marie-Curie (UPMC), CNRS, UMR 7190, Institut Jean-Le Rond-d'Alembert, Tour 65-55, 4, place Jussieu, 75252 Paris cedex 05, France – sequence: 3 givenname: Léo surname: Morin fullname: Morin, Léo organization: Arts et Métiers-ParisTech, CNAM, CNRS, UMR 8006, Laboratoire “Procédés et ingénierie en mécanique et matériaux”, 151, boulevard de l'Hôpital, 75013 Paris, France – sequence: 4 givenname: Almahdi surname: Remmal fullname: Remmal, Almahdi organization: Sorbonne Universités, Université Pierre-et-Marie-Curie (UPMC), CNRS, UMR 7190, Institut Jean-Le Rond-d'Alembert, Tour 65-55, 4, place Jussieu, 75252 Paris cedex 05, France |
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Cites_doi | 10.1016/j.euromechsol.2014.09.001 10.1016/0020-7683(93)90023-Z 10.1016/S0749-6419(99)00049-2 10.1016/0749-6419(89)90015-6 10.1016/j.advengsoft.2004.03.014 10.1016/S0022-5096(99)00003-4 10.1016/j.cma.2007.02.001 10.1090/qam/45573 10.1016/j.ijsolstr.2017.08.030 10.1002/2016JB013430 10.1080/14786445108561315 10.1016/j.ijplas.2012.09.005 10.1016/0749-6419(90)90039-H 10.1016/j.ijmecsci.2012.08.004 10.1016/j.euromechsol.2015.08.010 10.1115/1.3443401 10.1002/nag.2700 10.1016/j.ijsolstr.2017.05.024 10.1016/j.ijsolstr.2017.03.028 10.1016/0022-5096(67)90018-X 10.1016/j.jmps.2016.02.005 |
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Keywords | Drucker's approach Hill's approach Elasticity Large displacements and strains Classical limit analysis Sequential limit analysis Strain hardening |
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Solids doi: 10.1016/0022-5096(67)90018-X contributor: fullname: Hill, R. – start-page: 299 year: 1997 ident: key2024021916520725132_26 publication-title: On continued void growth in ductile metals subjected to cyclic loadings contributor: fullname: Devaux, J. – volume: 90 start-page: 254 year: 2016 ident: key2024021916520725132_12 article-title: A model-reduction approach in micromechanics of materials preserving the variational structure of constitutive relations publication-title: J. Mech. Phys. Solids doi: 10.1016/j.jmps.2016.02.005 contributor: fullname: Michel, J.-C. |
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SubjectTerms | Classical limit analysis Drucker's approach Elasticity Hill's approach Large displacements and strains Sequential limit analysis Strain hardening |
Title | Classical and sequential limit analysis revisited |
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