A novel primal‐dual eigenstress‐driven method for shakedown analysis of structures-Reference-Cited by-同舟云学术

A novel primal‐dual eigenstress‐driven method for shakedown analysis of structures

Published:2021-03-28 Issue:11 Volume:122 Page:2770-2801
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int J Numer Methods Eng

Author:

Li Kai¹,Cheng Gengdong¹^ORCID,Wang Yu¹,Liang Yuan¹

Affiliation:

1. State Key Laboratory of Structural Analysis for Industrial Equipment, Department of Engineering Mechanics, International Research Center for Computational Mechanics Dalian University of Technology Dalian P.R. China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nme.6641

Reference72 articles.

1. A Historical View on Shakedown Theory

2. Shakedown analysis of elastoplastic structures: A review of recent developments

3. On Some Issues in Shakedown Analysis

4. Zur Plastizität des räumlichen Kontinuums

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