| contributor author | S. Y. Cao | |
| contributor author | J. F. Chen | |
| contributor author | J. W. Pan | |
| contributor author | N. Sun | |
| date accessioned | 2017-05-08T21:30:57Z | |
| date available | 2017-05-08T21:30:57Z | |
| date copyright | April 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0268%282007%2911%3A2%28149%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54433 | |
| description abstract | Fiber-reinforced polymer (FRP) composites are widely used for strengthening reinforced concrete structures because of their superior properties. Reliable performance of the bond between the external FRP and the concrete in maintaining the composite action between them is crucial for this strengthening technique to be effective. To fully understand and model this bond behavior, a rigorous bond-slip law is essential. This paper presents an experimental study in which the displacement fields in a carbon fiber-reinforced polymer (CFRP)-to-concrete double shear test were measured using the nondestructive and noncontact electronic speckle pattern interferometry (ESPI) technique. Full-field in-plane displacements were measured in 33 CFRP specimens with concrete strengths varying from 23 to | |
| publisher | American Society of Civil Engineers | |
| title | ESPI Measurement of Bond-Slip Relationships of FRP-Concrete Interface | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2007)11:2(149) | |
| tree | Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 002 | |
| contenttype | Fulltext | |
