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    Interface Failure Mechanics of Elastically (Advanced Composite) Reinforced Steel Members 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Wendel Sebastian; Sam Luke
    Publisher: American Society of Civil Engineers
    Abstract: Tests on steel beams with adhesively bonded elastic reinforcing strips are used to deduce the mechanics of stress build up in the steel-to-strip interface up to failure. The solely elastic nature of the strips is a key ...
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    Timber-Limecrete Composite Floors Using Timber Connectors Sloped toward or against Slip 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 012
    Author(s): Wendel Sebastian; Ross Bishop; Richard Evans
    Publisher: American Society of Civil Engineers
    Abstract: Building floors comprising timber joists connected to limecrete (lime concrete) slabs via timber headed studs have low carbon footprints. Such floors are not yet used owing to lack of underpinning research. This paper ...
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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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