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    Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 002::page 04022008
    Author:
    Jingyang Zhou
    ,
    Xin Wang
    ,
    Zheqi Peng
    ,
    Zhishen Wu
    ,
    Xing Wei
    DOI: 10.1061/(ASCE)CC.1943-5614.0001196
    Publisher: ASCE
    Abstract: In this study, the compressive behavior of a load transfer component (LTC) for a fiber-reinforced polymer (FRP) cable anchor system (CAS) was improved using three types of microfibers, including 8-μm-diameter and 13-μm-diameter glass microfibers and 7-μm-diameter carbon microfibers, and implemented in a full-scale 37-tendon basalt FRP (BFRP) cable. The results showed that the corresponding optimal fiber lengths for the LTCSFs were 150, 900, and 75 μm, respectively. The compressive failure of the LTC modified by single-length microfibers (LTCSFs) was caused by microfiber debonding, pullout, and fracture. The compressive strengths and elastic moduli of the LTCSFs were positively related to the microfiber content. The compressive properties of the LTCSFs could be well predicted by a cubic polynomial fitting formula with R2 > 0.99. When it was modified by multiple-length 8-μm-diameter glass microfibers (LTCMGF-8), an LTC with a hybrid ratio of 3:2 showed the optimal compressive strength and ductility. Then, to further release the radial stress of the FRP cable, a CAS with a variable-stiffness LTC could be optimized by decreasing the loading-end elastic modulus and increasing the free-end elastic modulus of the LTC. Finally, the effectiveness of the optimized variable-stiffness LTC was verified in a 37-tendon BFRP cable with a tendon diameter of 4 mm. Compared with the nominal breaking load of 761 kN, the experimental ultimate load of the BFRP cable was 766 kN and the corresponding anchor efficiency was 101%.
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      Enhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4282923
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    contributor authorJingyang Zhou
    contributor authorXin Wang
    contributor authorZheqi Peng
    contributor authorZhishen Wu
    contributor authorXing Wei
    date accessioned2022-05-07T20:48:00Z
    date available2022-05-07T20:48:00Z
    date issued2022-4-1
    identifier other(ASCE)CC.1943-5614.0001196.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282923
    description abstractIn this study, the compressive behavior of a load transfer component (LTC) for a fiber-reinforced polymer (FRP) cable anchor system (CAS) was improved using three types of microfibers, including 8-μm-diameter and 13-μm-diameter glass microfibers and 7-μm-diameter carbon microfibers, and implemented in a full-scale 37-tendon basalt FRP (BFRP) cable. The results showed that the corresponding optimal fiber lengths for the LTCSFs were 150, 900, and 75 μm, respectively. The compressive failure of the LTC modified by single-length microfibers (LTCSFs) was caused by microfiber debonding, pullout, and fracture. The compressive strengths and elastic moduli of the LTCSFs were positively related to the microfiber content. The compressive properties of the LTCSFs could be well predicted by a cubic polynomial fitting formula with R2 > 0.99. When it was modified by multiple-length 8-μm-diameter glass microfibers (LTCMGF-8), an LTC with a hybrid ratio of 3:2 showed the optimal compressive strength and ductility. Then, to further release the radial stress of the FRP cable, a CAS with a variable-stiffness LTC could be optimized by decreasing the loading-end elastic modulus and increasing the free-end elastic modulus of the LTC. Finally, the effectiveness of the optimized variable-stiffness LTC was verified in a 37-tendon BFRP cable with a tendon diameter of 4 mm. Compared with the nominal breaking load of 761 kN, the experimental ultimate load of the BFRP cable was 766 kN and the corresponding anchor efficiency was 101%.
    publisherASCE
    titleEnhancement of FRP Cable Anchor System: Optimization of Load Transfer Component and Full-Scale Cable Experiment
    typeJournal Paper
    journal volume26
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0001196
    journal fristpage04022008
    journal lastpage04022008-15
    page15
    treeJournal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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