The consistent strain method in finite element plasticity
- verfasst von
- L. Bernspång, A. Samuelsson, M. Küssner, Peter Wriggers
- Abstract
An algorithm for finite element analysis of problems in elastoplasticity with continuous stress and strain approximation is presented. By a global iteration procedure, equilibrium is preserved at the nodes in a weak sense, and the local constitutive relation between stresses and strains is satisfied. A high order numerical integration is used to achieve a good quality stiffness matrix and to evaluate the boundary between elastic and plastic regions in the case of partly plastic elements.
- Externe Organisation(en)
-
Chalmers University of Technology
Technische Universität Darmstadt
- Typ
- Artikel
- Journal
- Computers and Structures
- Band
- 54
- Seiten
- 27-33
- Anzahl der Seiten
- 7
- ISSN
- 0045-7949
- Publikationsdatum
- 03.01.1995
- Publikationsstatus
- Veröffentlicht
- Peer-reviewed
- Ja
- ASJC Scopus Sachgebiete
- Tief- und Ingenieurbau, Modellierung und Simulation, Werkstoffwissenschaften (insg.), Maschinenbau, Angewandte Informatik
- Elektronische Version(en)
-
https://doi.org/10.1016/0045-7949(94)00311-P (Zugang:
Unbekannt)
