| contributor author | Weiwen Li | |
| contributor author | Christopher K. Y. Leung | |
| date accessioned | 2017-12-30T13:04:25Z | |
| date available | 2017-12-30T13:04:25Z | |
| date issued | 2016 | |
| identifier other | %28ASCE%29CC.1943-5614.0000627.pdf | |
| identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4245323 | |
| description abstract | Shear span-to-effective depth ratio (av/d) is known to affect the shear behavior of RC members. However, this effect has not been appropriately addressed in existing design guidelines for the fiber-reinforced polymer (FRP) strengthening of RC structures. This paper focuses on the effect of av/d on the behaviors of RC beams shear strengthened with full-wrapping FRP strips. A total of six strengthened beams and six normal beams are tested, with av/d ratios ranging from 1.0 to 3.5. The experimental results indicate that the FRP shear contribution increases initially with the av/d ratio, but decreases when the ratio is beyond 2.5. The FRP strain along the critical shear crack distributes in different manners for different av/d ratios. The authors’ experimental results and the test results from the literature are compared with predictions from available design guidelines. Although some recent design guidelines always provide a safe value, it can be overconservative. Conversely, other recent design guidelines may overestimate the shear-strengthening effectiveness at low span/depth ratios so they have to be used with caution. | |
| publisher | American Society of Civil Engineers | |
| title | Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip | |
| type | Journal Paper | |
| journal volume | 20 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000627 | |
| page | 04015067 | |
| tree | Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003 | |
| contenttype | Fulltext | |