| contributor author | Hunebum Ko | |
| contributor author | Yuichi Sato | |
| date accessioned | 2017-05-08T21:30:59Z | |
| date available | 2017-05-08T21:30:59Z | |
| date copyright | August 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0268%282007%2911%3A4%28419%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54462 | |
| description abstract | Fifty-four bond specimens were subjected to cyclic bond tests to obtain the bond stress–slip relationships between the fiber reinforced polymer (FRP) sheets and concrete. The specimens were prepared in accordance with Japan Concrete Institute recommendations (in 1998). The tests were conducted using three experimental variables: (1) type of FRP (aramid, carbon, and polyacetal); (2) sheet layers (single layered and double layered); and (3) loading hysteresis. The bond stress–slip model was developed on a Popovics base envelope and consisted of seven empirical parameters: The maximum bond stress | |
| publisher | American Society of Civil Engineers | |
| title | Bond Stress–Slip Relationship between FRP Sheet and Concrete under Cyclic Load | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2007)11:4(419) | |
| tree | Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 004 | |
| contenttype | Fulltext | |
