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    Temperature-Dependent Bond–Slip Behavior of CFRP Bars Embedded in Ultrahigh-Performance Fiber-Reinforced Concrete 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 001:;page 04023070-1
    Author(s): Lu Ke; Lin Li; Zheng Feng; Zheng Chen; Guangming Chen; Youlin Li
    Publisher: ASCE
    Abstract: The flexural and durability performance of reinforced ultrahigh-performance fiber-reinforced concrete (UHPFRC) beam structures is expected to improve if the steel bars are replaced with carbon fiber–reinforced polymer ...
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    Fatigue Performance of Hybrid FRP–Concrete–Steel Double-Skin Tubular Beams 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 004:;page 04025026-1
    Author(s): Jun-Jie Zeng; Zhi-Hao Hao; Wen-Feng Liang; Guangming Chen; Yan Zhuge
    Publisher: American Society of Civil Engineers
    Abstract: Hybrid double-skin tubular beams (DSTBs) containing an outer fiber-reinforced polymer (FRP) tube, annular concrete, and an inner steel tube have been used as girders or main elements of arch bridges. The fatigue behavior ...
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    Stress–Strain Behavior of FRP-Confined Recycled Aggregate Concrete in Square Columns of Different Sizes 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 005:;page 04021040-1
    Author(s): Guangming Chen; Junjie Zhang; Yufei Wu; Guan Lin; Tao Jiang
    Publisher: ASCE
    Abstract: The application of recycled aggregate concrete (RAC) has so far mainly been limited to nonstructural components because of its inferior short- and long-term performance compared with normal concrete. Encasement of RAC with ...
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