| contributor author | Chee Kiong Soh | |
| contributor author | Yu Liu | |
| contributor author | Yue Xing Dong | |
| contributor author | Xin Zheng Lu | |
| date accessioned | 2017-05-08T21:17:33Z | |
| date available | 2017-05-08T21:17:33Z | |
| date copyright | August 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290899-1561%282003%2915%3A4%28371%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45866 | |
| description abstract | In this paper, the damage in concrete around a reinforcement bar is examined, and three types of damage in concrete and at the concrete-rebar interface are defined. Based on these definitions, a three-dimensional damaged reinforced-concrete (DRC) element is proposed. The element consists of a 10-node concrete element, a two-node rebar element, and a four-node concrete-rebar interface element. Experiments were carried out to obtain the parameters for the bond damage evolution equation. The proposed DRC element is implemented as a user-defined element of MSC MARC2000, a commercial finite-element analysis software package. Two numerical examples were examined, and the results show that the DRC element can simulate the bond deterioration in reinforced-concrete structural members with sufficient rationality, accuracy, and efficiency. | |
| publisher | American Society of Civil Engineers | |
| title | Damage Model Based Reinforced-Concrete Element | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 4 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2003)15:4(371) | |
| tree | Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 004 | |
| contenttype | Fulltext | |
