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    Closure to “Bolted Shear Connection of FRP-Concrete Hybrid Beams” by Xingxing Zou, Peng Feng, and Jingquan Wang 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 003:;page 07020004-1
    Author(s): Xingxing Zou; Peng Feng; Jingquan Wang
    Publisher: ASCE
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    Shear Strength of UHPFRC Beams: Mesoscale Fiber-Matrix Discrete Model 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Jianan Qi; Zhongguo John Ma; Jingquan Wang
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical method, termed the mesoscale fiber-matrix discrete model (MFDM), has been developed that can be used for estimating the shear contribution of steel fibers and calculating shear strength of ultrahigh-performance ...
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    Parametric Experimental Study of Ultra-Short Stud Connections for Lightweight Steel–UHPC Composite Bridges 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 002:;page 04021108
    Author(s): Qizhi Xu; Wendel Sebastian; Kaiwei Lu; Yiming Yao; Jingquan Wang
    Publisher: ASCE
    Abstract: This paper reports on double shear push-out tests conducted on steel-to-ultra-high-performance concrete (UHPC) connections based on studs of 30- or 22-mm diameter in slabs of 35, 55, or 150 mm thickness. The results show ...
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    A Novel Shear Strength Prediction Approach for Headed Shear Studs Embedded in Ultrahigh-Performance Concrete 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 011:;page 04021181-1
    Author(s): Yuqing Hu; Rui Zhong; Marco Meloni; Jingquan Wang
    Publisher: ASCE
    Abstract: Due to the excellent mechanical properties of ultrahigh-performance concrete (UHPC), the shear strength of stud–UHPC composite connections is significantly enhanced. Nevertheless, the underlying mechanism remains not fully ...
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    Effect of Steel-Fiber Shear Reinforcement on Postcracking Shear Fatigue Behavior of Nonstirrup UHPC Beams 

    Source: Journal of Structural Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024014-1
    Author(s): Qizhi Xu; Yutong Zhu; Wendel Sebastian; Jingquan Wang
    Publisher: ASCE
    Abstract: Steel fibers in ultra-high performance concrete (UHPC) have been demonstrated to improve resistance to crack growth, decrease deflection, and increase fatigue life under cyclic loads. Using steel fibers as shear reinforcements, ...
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    Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 005:;page 04024022-1
    Author(s): Qizhi Xu; Wendel Sebastian; Jingquan Wang
    Publisher: ASCE
    Abstract: To optimally use the excellent mechanical properties of ultrahigh performance concrete (UHPC), this study experimentally investigated the flexural behavior of 10 lightweight steel-UHPC composite beams constructed using ...
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    Shear Strength of Dry Joints in Precast UHPC Segmental Bridges: Experimental and Theoretical Research 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 001
    Author(s): Tongxu Liu; Zhen Wang; Jian Guo; Jingquan Wang
    Publisher: American Society of Civil Engineers
    Abstract: Precast segmental bridges made of ultrahigh-performance concrete (UHPC) have gained wide research attention and application. The shear transfer of dry joints between UHPC segments is one of the major concerns due to the ...
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    Lateral Behavior of Precast Segmental UHPC Bridge Columns Based on the Equivalent Plastic-Hinge Model 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 003
    Author(s): Zhen Wang; Jingquan Wang; Yuchuan Tang; Yufeng Gao; Jian Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The concept of an equivalent plastic-hinge model was used to evaluate the lateral behavior of precast segmental ultra-high-performance concrete (UHPC) bridge columns. The columns consist of precast UHPC segments that were ...
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    Direct Shear Strength Prediction for Precast Concrete Joints Using the Machine Learning Method 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 005:;page 04022026
    Author(s): Tongxu Liu; Zhen Wang; Zilin Long; Junlin Zeng; Jingquan Wang; Jian Zhang
    Publisher: ASCE
    Abstract: Precast segmental concrete beams (PSCBs) are being increasingly applied in bridges worldwide benefitting from the advantages of accelerated bridge construction. It is of importance to accurately predict the direct shear ...
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    Development and Performance of Innovative Steel Wedge Block–Crossed Inclined Stud–UHPC Connections for Composite Bridge 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022128
    Author(s): Qizhi Xu; Wendel Sebastian; Kaiwei Lu; Yiming Yao; Jingquan Wang
    Publisher: ASCE
    Abstract: This paper reports the shear performances of steel wedge block–crossed inclined stud–ultrahigh performance concrete (UHPC) connections for application to steel-concrete composite bridges. The study entailed 36 pushout tests ...
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