| contributor author | Zhichao Zhang | |
| contributor author | Cheng-Tzu Thomas Hsu | |
| date accessioned | 2017-05-08T21:30:44Z | |
| date available | 2017-05-08T21:30:44Z | |
| date copyright | April 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0268%282005%299%3A2%28158%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54300 | |
| description abstract | Shear failure is catastrophic and occurs usually without advance warning; thus it is desirable that the beam fails in flexure rather than in shear. Many existing reinforced concrete (RC) members are found to be deficient in shear strength and need to be repaired. Externally bonded reinforcement such as carbon-fiber-reinforced polymer (CFRP) provides an excellent solution in these situations. To investigate the shear behavior of RC beams with externally bonded CFRP shear reinforcement, 11 RC beams without steel shear reinforcement were cast at the concrete laboratory of the New Jersey Institute of Technology. After the beams were kept in the curing room for | |
| publisher | American Society of Civil Engineers | |
| title | Shear Strengthening of Reinforced Concrete Beams Using Carbon-Fiber-Reinforced Polymer Laminates | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 2 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2005)9:2(158) | |
| tree | Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 002 | |
| contenttype | Fulltext | |
