| contributor author | C. K. Soh | |
| contributor author | S. P. Chiew | |
| contributor author | Y. X. Dong | |
| date accessioned | 2017-05-08T22:39:02Z | |
| date available | 2017-05-08T22:39:02Z | |
| date copyright | August 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9399%281999%29125%3A8%28979%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85054 | |
| description abstract | A damage model for the concrete-steel interface is proposed in this paper that can be used to represent the constitutive law of the lumped interface model. Both the normal and tangential damage factors are defined as well as their evolution equations are proposed. The coupling between these two damage factors is studied. From the comparison with experimental results, it is seen that the proposed damage model provides a realistic description of the interface behavior and its underlying mechanism, and is suitable for the simulation of the tangential traction-slip relationship of the concrete-steel interface under monotonic loading. | |
| publisher | American Society of Civil Engineers | |
| title | Damage Model for Concrete-Steel Interface | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 8 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1999)125:8(979) | |
| tree | Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 008 | |
| contenttype | Fulltext | |
