| contributor author | Eiji Mizuno | |
| contributor author | Shigemitsu Hatanaka | |
| date accessioned | 2017-05-08T22:36:43Z | |
| date available | 2017-05-08T22:36:43Z | |
| date copyright | August 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9399%281992%29118%3A8%281546%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83743 | |
| description abstract | A strain‐space‐based plasticity model is proposed to represent the softening as well as hardening behavior of concrete under low confining pressure. Unlike the stress‐space plasticity theory based on the Drucker's postulate, the strain‐space plasticity theory based on the Il'yushin's postulate can give a clear distinction of loading, neutral loading, and unloading. The general strain‐space formulation is presented in some detail by introducing the Lade type of loading function | |
| publisher | American Society of Civil Engineers | |
| title | Compressive Softening Model for Concrete | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1992)118:8(1546) | |
| tree | Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 008 | |
| contenttype | Fulltext | |
