Elastic-plastic-creep cyclic loading of beams using the Prager kinematic hardening model

Author:

Mahbadi H1,Gowhari A. R2,Eslami M. R3

Affiliation:

1. Islamic Azad University Mechanical Engineering Department Tehran Central Branch, Tehran, Iran

2. University of Science and Technology Mechanical Engineering Department Tehran, Iran

3. Amirkabir University of Technology Mechanical Engineering Department Tehran, Iran

Abstract

The Prager kinematic hardening model is used to evaluate the elastic-plastic-creep cyclic loading of beams under thermal and mechanical loads. The material of the structure used in this article is assumed to follow a non-linear strain-hardening characteristic. The material's strain-hardening curves in tension and compression are assumed to be identical for isotropic material. A new iterative method is used to calculate the stresses and plastic strains in the structure due to the cyclic loadings. The results of the analysis are checked against the known experimental data. The thermal and mechanical stresses are categorized into load- and deformation-controlled stresses. When creep deformation is considered, the load-controlled stresses result in ratcheting, and the deformation-controlled stresses result in shakedown behaviour.

Publisher

SAGE Publications

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Modelling and Simulation

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Elastoplastic design of beam structures subjected to cyclic thermomechanical loads;Thin-Walled Structures;2019-03

2. Shakedown boundaries of multilayered thermal barrier systems considering interface imperfections;International Journal of Mechanical Sciences;2018-08

3. Elastic-plastic-creep response of multilayered systems under cyclic thermo-mechanical loadings;Journal of Mechanical Science and Technology;2018-03

4. Cyclic loading of beams based on the Chaboche model;International Journal of Mechanics and Materials in Design;2010-07-31

5. Bree's interaction diagram of beams with considering creep and ductile damage;Structural Engineering and Mechanics;2008-12-20

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3