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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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    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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    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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