A direct approach to the evaluation of structural shakedown limit considering limited kinematic hardening and non-isothermal effect

Author:

Ma Zhiyuan,Chen Haofeng,Liu Yinghua,Xuan Fu-Zhen

Funder

University of Leicester

National Natural Science Foundation of China

Higher Education Discipline Innovation Project

111 Project

University of Strathclyde

East China University of Science and Technology

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Mechanical Engineering,Mechanics of Materials,General Materials Science

Reference35 articles.

1. R5: Assessment Procedure for the High Temperature Response of Structures;Ainsworth,2003

2. Section VIII, Division 2: Alternative Rules, Rules for Construction of Pressure Vessels;Boiler,2007

3. Shakedown analysis: comparison between models with the linear unlimited, linear limited and non-linear kinematic hardening;Bouby;Mech. Res. Commun.,2009

4. Plastic deformation of a closed tube due to interaction of pressure stresses and cyclic thermal stresses;Bree;Int. J. Mech. Sci.,1989

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