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contributor authorHong Zhu
contributor authorZhi-Qiang Dong
contributor authorGang Wu
contributor authorHao-Yang Chen
contributor authorJian Li
contributor authorYan Liu
date accessioned2017-12-30T13:04:54Z
date available2017-12-30T13:04:54Z
date issued2017
identifier other%28ASCE%29CC.1943-5614.0000811.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245420
description abstractThis paper presents an experimental study conducted on the static performance of bent fiber-reinforced polymer (FRP) tendons for external prestressed strengthening. First, the tension strain and compression strain at the surface of FRP tendons attributable to pure bending were experimentally tested and compared with the theoretical calculated values. Then, the load capacities of bent FRP tendons, under different bending angles and bending radiuses, were tested using a customized testing device. To improve the utilization of FRP tendons, the effectiveness of the hybrid FRP tendon, as a replacement for a pure FRP tendon, was also tested. In addition, a rolling friction deviator was developed to reduce the friction loss and lessen the damage on the FRP surface. The effectiveness of the device was also tested and verified. The test results indicated that when the ratio of the FRP tendons and bending radiuses (r/R) reached 0.01 during the pure bending test, the generated tension strain at the tendon surface was greater than 30% of the ultimate tension strain. The hybrid FRP tendons showed higher load capacity retentions than did the pure FRP tendons under the same conditions. The friction loss was significantly reduced when the rolling friction deviator was used.
publisherAmerican Society of Civil Engineers
titleExperimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing
typeJournal Paper
journal volume21
journal issue5
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)CC.1943-5614.0000811
page04017032
treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
contenttypeFulltext


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