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    Long-Term Properties and Transfer Length of Fiber-Reinforced Polymers

    Source: Journal of Composites for Construction:;2003:;Volume ( 007 ):;issue: 001
    Author:
    Patrick X. W. Zou
    DOI: 10.1061/(ASCE)1090-0268(2003)7:1(10)
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Long-Term Properties and Transfer Length of Fiber-Reinforced Polymers

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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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