Application of shakedown theory to soils with non associated flow rules-Reference-Cited by-同舟云学术

Application of shakedown theory to soils with non associated flow rules

Published:1997-09 Issue:5 Volume:24 Page:513-519
ISSN:0093-6413
Container-title:Mechanics Research Communications
language:en
Short-container-title:Mechanics Research Communications

Author:

Boulbibane M.,Weichert D.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference15 articles.

1. Theorie statisch unbestimmter Systeme aus ideal-plastischen Baustoff;Melan;Sitzber. Akad. Wiss. Wien, Ila,1936

2. General theorems for elastic-plastic solids;Koiter,1960

3. Limit analysis and soil plasticity;Chen,1975

4. A limit theorem for materials with non-associated flow laws;Palmer;Journal de Mécanique,1966

5. Shakedown theory in perfect elastoplasticity with associated and non-associated flow-laws: Finite Element;Maier;Linear Programming Approach. Mecanica,1969

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