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contributor authorPatrick X. W. Zou
date accessioned2017-05-08T21:30:32Z
date available2017-05-08T21:30:32Z
date copyrightFebruary 2003
date issued2003
identifier other%28asce%291090-0268%282003%297%3A1%2810%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54162
description abstractThis paper discusses the experimental results on properties and transfer length of the common types of fiber-reinforced polymer (FRP) tendons. Based on the experimental results, an equation is proposed for predicting the creep coefficient of aramid-based FRP (AFRP) tendons. The results show that the creep of carbon-based FRP (CFRP) is less than 0.2%. The test results show that the transfer length of CFRP is in the range of 300–800 mm and the concrete strength at transfer is one of the major factors affecting the transfer length of CFRP. A new factor accounting for the concrete strength is proposed for estimating the transfer length of CFRP tendons, and the verification is made for this equation. The transfer length was found to vary from 170 to 270 mm, which was 20–30 times the tendon diameter for these AFRP tendons. Despite the creep and shrinkage of concrete and the relaxation of the tendon itself, the range for transfer length did not vary with time.
publisherAmerican Society of Civil Engineers
titleLong-Term Properties and Transfer Length of Fiber-Reinforced Polymers
typeJournal Paper
journal volume7
journal issue1
journal titleJournal of Composites for Construction
identifier doi10.1061/(ASCE)1090-0268(2003)7:1(10)
treeJournal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 001
contenttypeFulltext


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