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The structure of stress-strain relations in finite elasto-plasticity

✍ Scribed by L. Palgen; D.C. Drucker


Publisher
Elsevier Science
Year
1983
Tongue
English
Weight
816 KB
Volume
19
Category
Article
ISSN
0020-7683

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Quadrilateral elements for the solution
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## Abstract In this paper two plane strain quadrilateral elements with two and four variables, are proposed. These elements are applied to the analysis of finite strain elasto‐plastic problems. The elements are based on the enhanced strain and B‐bar methodologies and possess a stabilizing term. The