| contributor author | Carlos | |
| contributor author | Zanuy | |
| contributor author | Luis | |
| contributor author | Albajar | |
| contributor author | Pablo | |
| contributor author | de la Fuente | |
| date accessioned | 2017-05-08T21:59:56Z | |
| date available | 2017-05-08T21:59:56Z | |
| date copyright | January 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000642.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68523 | |
| description abstract | The paper describes a numerical model to analyze the fatigue behavior of RC anchorage zones. The model takes into account the cycle-dependent bond-slip behavior at the steel-concrete interface and is able to reproduce the experimental increase of the relative slip developed with number of load cycles, as well as the process of redistribution of stresses that takes place over the anchorage length as a result of fatigue damage. The results compare satisfactorily with existing experimental results. The model has been used to derive | |
| publisher | American Society of Civil Engineers | |
| title | Evaluation of Fatigue Bond Strength of Anchorage Zones with a Mechanical Model | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 1 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000602 | |
| tree | Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 001 | |
| contenttype | Fulltext | |