Ellipsoidal load-domain shakedown analysis with von Mises yield criterion: A robust optimization approach
Author:
Affiliation:
1. Department of Mathematical Informatics; University of Tokyo; Tokyo 113-8656 Japan
2. Materials and Structures Laboratory; Tokyo Institute of Technology; Yokohama 226-8503 Japan
Funder
JSPS KAKENHI
Publisher
Wiley
Subject
Applied Mathematics,General Engineering,Numerical Analysis
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/nme.5206/fullpdf
Reference38 articles.
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2. Koiter WT A new general theorem on shake-down of elastic-plastic structures Koninklijke Nederlandse Akademie van Wetenschappen, B (Proceedings of the Section of Sciences. Series B, Physical Sciences) 1956 24 34
3. Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: a finite element, linear programming approach;Maier;Meccanica,1969
4. Shakedown analysis of elastoplastic structures: a review of recent developments;König;Nuclear Engineering and Design,1981
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