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    Cold-Formed High-Strength Steel Tubular Structural Members under Combined Bending and Bearing 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Hai-Ting Li; Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental and numerical investigations of cold-formed high-strength steel (CFHSS) tubular structural members under combined bending and bearing. A test program that contained 33 experiments was ...
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    Flexural Behavior of Steel-UHPC-NC Composite Girders with Different UHPC-NC Interface Treatments 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 007:;page 04025047-1
    Author(s): Jing-Wei Zhu; Yu Pan; Jun-Ping Liu; Mostafa Fahmi Hassanein; Hai-Ting Li
    Publisher: American Society of Civil Engineers
    Abstract: The interface shear-resistant construction method between ultrahigh-performance concrete (UHPC) and normal concrete (NC) is critical to ensuring the overall collaborative work performance and structural safety of steel-UHPC-NC ...
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    Web Crippling Design of Cold-Formed Stainless Steel SHS and RHS 

    Source: Journal of Structural Engineering:;2023:;Volume ( 149 ):;issue: 011:;page 04023158-1
    Author(s): Hai-Ting Li; Feng Zhou; Ben Young
    Publisher: ASCE
    Abstract: This paper presents the development and background information of the web crippling design provision proposed for cold-formed stainless steel square and rectangular hollow sections (SHS and RHS) incorporated in the recently ...
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