| contributor author | Amir Mofidi | |
| contributor author | Omar Chaallal | |
| date accessioned | 2017-05-08T21:36:16Z | |
| date available | 2017-05-08T21:36:16Z | |
| date copyright | February 2011 | |
| date issued | 2011 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000156.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57273 | |
| description abstract | This paper deals with the shear strengthening of RC beams using externally bonded (EB) fiber-reinforced polymers (FRP). Current code provisions and design guidelines related to shear strengthening of RC beams with FRP are discussed in this paper. The findings of research studies, including recent work, have been collected and analyzed. The parameters that have the greatest influence on the shear behavior of RC members strengthened with EB FRP and the role of these parameters in current design codes are reviewed. This study reveals that the effect of transverse steel on the shear contribution of FRP is important and yet is not considered by any existing codes or guidelines. Therefore, a new design method is proposed to consider the effect of transverse steel in addition to other influencing factors on the shear contribution of FRP | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strengthening of RC Beams with EB FRP: Influencing Factors and Conceptual Debonding Model | |
| type | Journal Paper | |
| journal volume | 15 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000153 | |
| tree | Journal of Composites for Construction:;2011:;Volume ( 015 ):;issue: 001 | |
| contenttype | Fulltext | |