| contributor author | Ming-Cheng Chen | |
| contributor author | Chin-Kuo Huang | |
| contributor author | Chung-Yue Wang | |
| date accessioned | 2017-05-08T21:25:39Z | |
| date available | 2017-05-08T21:25:39Z | |
| date copyright | September 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291084-0702%282007%2912%3A5%28654%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51065 | |
| description abstract | A crack condition evaluation method is proposed that identifies the damaged state of deteriorated reinforced concrete (RC) girders on bridges directly on-site. This nondestructive testing approach is based on stress wave propagation theory and can identify the profile of flexural crack tips inside RC girders. A damage index is further determined by comparing the measured crack tip and the theoretical neutral axis of a girder. This index can be utilized to analyze the current loading capacity of deteriorated RC girders according to the | |
| publisher | American Society of Civil Engineers | |
| title | Crack Condition Evaluation Approach for the Deteriorated Girder of an RC Bridge | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 5 | |
| journal title | Journal of Bridge Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0702(2007)12:5(654) | |
| tree | Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 005 | |
| contenttype | Fulltext | |
