| contributor author | Adrian K. Y. Hii | |
| contributor author | Riadh Al-Mahaidi | |
| date accessioned | 2017-05-08T21:30:56Z | |
| date available | 2017-05-08T21:30:56Z | |
| date copyright | February 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0268%282007%2911%3A1%2871%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54424 | |
| description abstract | Many buildings and bridge elements are subjected to significant torsional moments that affect the design, and may require strengthening. Fiber-reinforced polymer (FRP) has shown great promise as a state-of-the-art material in flexural and shear strengthening as external reinforcement, but information on its applicability in torsional strengthening is limited. Furthermore, available design tools are sparse and unproven. This paper briefly recounts the experimental work in an overall investigation of torsional strengthening of solid and box-section reinforced concrete beams with externally bonded carbon fiber-reinforced polymer (CFRP). A database of previous experimental research available in literature was compiled and compared against | |
| publisher | American Society of Civil Engineers | |
| title | Torsional Capacity of CFRP Strengthened Reinforced Concrete Beams | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2007)11:1(71) | |
| tree | Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 001 | |
| contenttype | Fulltext | |