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    Closure to “Development of Fully Prefabricated Steel-UHPC Composite Deck System” by Canhui Zhao, Kangkang Wang, Rongyao Xu, Kailai Deng, and Bing Cui 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 008:;page 07020008-1
    Author(s): Canhui Zhao; Kangkang Wang; Jiahong Duan; Kailai Deng; Bing Cui
    Publisher: ASCE
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    Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 011:;page 04021079-1
    Author(s): Kailai Deng; Yuechen Wang; Xin Wu; Canhui Zhao; Yang Shu
    Publisher: ASCE
    Abstract: This paper develops a novel reinforcement frame as the shear connector in the composite deck, which was expected to deliver large pre-pouring stiffness. To investigate its shear resistance, nine specimens were designed, ...
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    Development of Fully Prefabricated Steel-UHPC Composite Deck System 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Canhui Zhao; Kangkang Wang; Rongyao Xu; Kailai Deng; Bing Cui
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a novel fully prefabricated composite deck system to achieve green and accelerated construction in bridge engineering. Ultra-high-performance concrete (UHPC), which has excellent mechanical properties, ...
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    Shear Resistance of Perfobond Rib Shear Connectors under Cyclic Loading 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 002:;page 04023218-1
    Author(s): Canhui Zhao; Yuechen Wang; Shengchun Zhu; Kailai Deng; Zhixiang Li; Xing Yuan
    Publisher: ASCE
    Abstract: Perfobond rib shear connectors (known as PBL shear connectors) are structures widely used to transfer loads between concrete and steel structural elements. The performance of PBL shear connectors under monotonic loads has ...
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    Study of Cyclic Performance and Design Method of UHPC-NSC Composite Pier 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 003:;page 04024007-1
    Author(s): Xianzhi Zeng; Shengchun Zhu; Kailai Deng; Canhui Zhao; Xing Yuan; Chuanqi Wang
    Publisher: ASCE
    Abstract: The composite pier, which consists of ultra-high-performance concrete (UHPC) and normal strength concrete (NSC), is a promising option for practical engineering due to its remarkable mechanical performance. However, the ...
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    Damage Control of Composite Steel Beams Using Flexible Gel-Covered Studs 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Kailai Deng; Xianzhi Zeng; Masahiro Kurata; Canhui Zhao; Kako Onishi
    Publisher: ASCE
    Abstract: This paper proposes flexible-gel-covered (FGC) studs to reduce the seismic damage of a concrete floor slab in a steel frame. Flexible gel strips intentionally release the shear constraint between the slabs and the steel ...
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