| contributor author | Bilal S. Hamad | |
| contributor author | Ahmad A. Rteil | |
| contributor author | Bruno R. Salwan | |
| contributor author | Khaled A. Soudki | |
| date accessioned | 2017-05-08T21:30:38Z | |
| date available | 2017-05-08T21:30:38Z | |
| date copyright | June 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%291090-0268%282004%298%3A3%28248%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54237 | |
| description abstract | This paper reports on the third phase of a multiphase study undertaken at the American University of Beirut (AUB) to examine the effect of fiber-reinforced polymer (FRP) sheets in confining tension lap splice regions in reinforced concrete beams. Results of the first two phases showed that glass and carbon fiber-reinforced polymer (GFRP and CFRP) sheets were effective in increasing the bond strength and improving the ductility of the mode of failure of tension lap splices in high-strength concrete (HSC) beams with nominal concrete strength of 70 MPa. The experimental results of the two phases were used to propose a new FRP confinement parameter, | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Bond-Critical Regions Wrapped with Fiber-Reinforced Polymer Sheets in Normal and High-Strength Concrete | |
| type | Journal Paper | |
| journal volume | 8 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2004)8:3(248) | |
| tree | Journal of Composites for Construction:;2004:;Volume ( 008 ):;issue: 003 | |
| contenttype | Fulltext | |
