An Upper Bound on Damage of Elastic-Plastic Structures at Shakedown

Author:

Feng Xi-Qiao1,Yu Shou-Wen1

Affiliation:

1. Department of Engineering Mechanics Tsinghua University Beijing 100084 China

Abstract

In this paper, a shakedown theory for plastic-damaged structures is pre sented. Damage mechanics and shakedown theory are closely related to each other in some aspects. The damage of materials may change their mechanical properties and as well as the shakedown load domains of structures. Here the damage variable is proposed as the failure criterion of ductile structures at shakedown. Based on an elastic perfect ly—plastic damage model, an upper bound on local damage of structures is given via a mathematical programming. The suggested method is illustrated by an example of thick- walled cylindrical tube.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Computational Mechanics

Reference19 articles.

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

2. Maier, G. 1972. "A Shakedown Matrix Theory Allowing for Workhardening and Second-Order Geometric Effects," Proc. Symp. Foundation of Plasticity , A. Sawczuk, eds. Warsaw: Noordhoff, 1:417-433.

3. Deflection Stability of Work-Hardening Structures

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