| contributor author | S. K. Panigrahi | |
| contributor author | A. Deb | |
| contributor author | S. K. Bhattacharyya | |
| date accessioned | 2017-05-08T22:29:53Z | |
| date available | 2017-05-08T22:29:53Z | |
| date copyright | February 2016 | |
| date issued | 2016 | |
| identifier other | 46956078.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81571 | |
| description abstract | The effect of laminate thickness on crack pattern, mode of failure, and strength of shear deficient reinforced concrete (RC) T-beams wrapped with glass fiber reinforced polymer (GFRP) laminates was studied experimentally and numerically. Eight specimens of 2.5 m span, designed to fail in shear, were tested for two point static loading. Displacements, strains, and crack pattern were monitored. The strength and mode of failure were found to depend on the crack pattern. For U wraps, increasing the fiber reinforced polymer (FRP) laminate thickness resulted in reduced web cracking and increased cracking near the free edge of the laminate. | |
| publisher | American Society of Civil Engineers | |
| title | Modes of Failure in Shear Deficient RC T-Beams Strengthened with FRP | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000586 | |
| tree | Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 001 | |
| contenttype | Fulltext | |
