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    Mechanical Behavior of Prefabricated Composite Box Girders with Corrugated Steel Webs under Static Loads 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 010
    Author(s): Zhang Boshan;Chen Weizhen;Xu Jun
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a new type of bridge structure: the prefabricated composite box girder with corrugated steel webs, which features use of a composite upper flange and a prestressed tubular bottom flange filled with ...
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    Shear Capacity of Cold-Formed Steel Channels with Edge-Stiffened Web Holes, Unstiffened Web Holes, and Plain Webs 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021268
    Author(s): Boshan Chen; Krishanu Roy; Zhiyuan Fang; Asraf Uzzaman; Cao Hung Pham; Gary M. Raftery; James B. P. Lim
    Publisher: ASCE
    Abstract: In this paper, a total of 254 results comprising 30 shear tests and 224 finite element (FE) analysis results are reported. Simply supported test specimens of cold-formed steel (CFS) channels with aspect ratios of 1.0 and ...
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    Axial Capacity of Back-to-Back Built-Up Aluminum Alloy Channel Section Columns 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 002:;page 04021265
    Author(s): Krishanu Roy; Boshan Chen; Zhiyuan Fang; Asraf Uzzaman; James B. P. Lim
    Publisher: ASCE
    Abstract: An experimental investigation of 12 screw-fastened back-to-back built-up aluminum alloy slender columns under axial compression is presented, complemented by a numerical finite element study comprising 246 results. Using ...
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