| contributor author | Chi Shen | |
| contributor author | Iraj H. P. Mamaghani | |
| contributor author | Eiji Mizuno | |
| contributor author | Tsutomu Usami | |
| date accessioned | 2017-05-08T22:37:28Z | |
| date available | 2017-05-08T22:37:28Z | |
| date copyright | November 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9399%281995%29121%3A11%281165%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84149 | |
| description abstract | This paper is concerned with the analytical modeling of the cyclic behavior of structural steels. The modified uniaxial two-surface model developed by Shen et al. in 1992 is generalized to a multiaxial two-surface model, which can treat the cyclic behavior of the structural steels even within the yield plateau. The important features of the cyclic behavior observed in the uniaxial and biaxial cyclic experiments are included in the present model with the extension of the effective plastic strain (EPS) range concept into the multidimensional stress state. The experimental cyclic behavior of mild steel under nonproportional biaxial (torsion-compression) loading histories (in a companion paper) are predicted using the proposed model. It is shown that the proposed model provides a close fit to the experimental results. | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Behavior of Structural Steels. II: Theory | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 11 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1995)121:11(1165) | |
| tree | Journal of Engineering Mechanics:;1995:;Volume ( 121 ):;issue: 011 | |
| contenttype | Fulltext | |
