Elastoplastic sectional behavior of steel members under cyclic loading

被引:0
|
作者
Mamaghani, IHP [1 ]
机构
[1] Kanazawa Univ, Dept Civil Engn, Kanazawa, Ishikawa 9208667, Japan
关键词
steel members; sectional behavior; analysis; cyclic loading; two-surface plasticity model;
D O I
10.1016/B978-008043014-0/50136-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The present paper is concerned with the cyclic elastoplastic sectional behavior of steel members subjected to the combined axial force and bending moment by employing the two-surface plasticity model in force space (2SM-FS), which takes accurately into account cyclic elastoplastic behavior of structural steels such as the yield plateau, Bauschinger effect and strain hardening. First the basic concepts of the 2SM-FS are addressed. Then the procedure for determining of the model parameters is presented and the values of the model parameters for circular, I and box sections are given. Finally the accuracy of the 2SM-FS is verified by comparing the cyclic elastoplastic sectional behavior of steel members obtained from the 2SM-FS with those of the direct integration method using the two-surface plasticity model in stress space (2SM-SS) and experiments.
引用
收藏
页码:283 / 290
页数:8
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