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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(s): Jingyang Zhou; Xin Wang; Zheqi Peng; Zhishen Wu; Xing Wei
    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 ...
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    Mechanical Behavior of BFRP Cable Rock Bolts: Experimental and Analytical Study 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 005:;page 04024046-1
    Author(s): Zheqi Peng; Xin Wang; Weihong Wu; Lining Ding; Lang Liu; Zhishen Wu; Zhongguo Zhu
    Publisher: American Society of Civil Engineers
    Abstract: In this study, the mechanical behavior of novel fully grouted cable rock bolts made of basalt fiber–reinforced polymer (BFRP) was investigated, which included pullout and double-shear joint behavior. Three BFRP cables were ...
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    Fatigue Behavior of a Composite Bridge Deck with Prestressed Basalt Fiber-Reinforced Polymer Shell and Concrete 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Xin Wang; Zheqi Peng; Wenjie Deng; Zhishen Wu
    Publisher: ASCE
    Abstract: Concrete bridge decks often suffer from traffic fatigue loads and severe corrosive environments. To overcome these problems, a novel high-performance composite bridge deck with an upper concrete and lower basalt fiber-reinforced ...
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