Shakedown Analysis of Hollow SpheresSource: Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007Author:Wei Jiang
DOI: 10.1061/(ASCE)0733-9399(1994)120:7(1447)Publisher: American Society of Civil Engineers
Abstract: This paper presents a detailed investigation of the shakedown behavior of thick‐walled hollow spheres subjected to cyclic temperature and sustained internal and external pressures. It is found that under sustained and cyclic loadings, the steady states can always be attained for kinematic hardening materials, and the shakedown mode is usually determined by the response during the first cycle. A program is thus developed to determine the mode of the response and the interaction diagram. Then, various steady‐state solutions can be derived following the elastic‐plastic deformation patterns using the general formulation and the incremental method developed in another paper published by Jiang in 1994. Based on a thorough study of the hollow‐sphere behavior, we find that nine different kinds of response are possible. The steady‐state solutions for all these cases are discussed and given in this paper.
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contributor author | Wei Jiang | |
date accessioned | 2017-05-08T22:37:17Z | |
date available | 2017-05-08T22:37:17Z | |
date copyright | July 1994 | |
date issued | 1994 | |
identifier other | %28asce%290733-9399%281994%29120%3A7%281447%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84087 | |
description abstract | This paper presents a detailed investigation of the shakedown behavior of thick‐walled hollow spheres subjected to cyclic temperature and sustained internal and external pressures. It is found that under sustained and cyclic loadings, the steady states can always be attained for kinematic hardening materials, and the shakedown mode is usually determined by the response during the first cycle. A program is thus developed to determine the mode of the response and the interaction diagram. Then, various steady‐state solutions can be derived following the elastic‐plastic deformation patterns using the general formulation and the incremental method developed in another paper published by Jiang in 1994. Based on a thorough study of the hollow‐sphere behavior, we find that nine different kinds of response are possible. The steady‐state solutions for all these cases are discussed and given in this paper. | |
publisher | American Society of Civil Engineers | |
title | Shakedown Analysis of Hollow Spheres | |
type | Journal Paper | |
journal volume | 120 | |
journal issue | 7 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(1994)120:7(1447) | |
tree | Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 007 | |
contenttype | Fulltext |