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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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    Ameliorating Supply Chains of Prefabricated Housebuilding: An Integrated Performance Framework 

    Source: Journal of Construction Engineering and Management:;2024:;Volume ( 150 ):;issue: 006:;page 04024044-1
    Author(s): Rehan Masood; Krishanu Roy; Vicente A. Gonzalez; James B. P. Lim
    Publisher: ASCE
    Abstract: Prefabricated construction has proven sustainability and affordability through innovative solutions. Prefabricated housebuilding companies, as supply entities, play a vital role toward successful projects using prefabricated ...
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    Cold-Formed Steel Equal Angles with Complex Edge Stiffeners under Axial-Compression Laboratory Testing, Numerical Simulation, and Design 

    Source: Practice Periodical on Structural Design and Construction:;2022:;Volume ( 027 ):;issue: 002:;page 04022012
    Author(s): G. Aruna; Krishanu Roy; James B. P. Lim; P. Suresh Kumar
    Publisher: ASCE
    Abstract: This paper investigates the axial-compression capacity of cold-formed steel (CFS) equal angle sections with complex edge stiffeners. Both experimental and numerical analyses were carried out. In total, 10 tests were carried ...
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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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    Experimental and Numerical Investigation on Flexural Behavior of Novel Unsymmetrical Cold-Formed Steel Built-Up Stiffened Box Sections 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 002:;page 04024212-1
    Author(s): Yecheng Dai; Gary M. Raftery; Krishanu Roy; Iman Hajirasouliha; Zhiyuan Fang; Boshan Chen; James B. P. Lim
    Publisher: American Society of Civil Engineers
    Abstract: The use of cold-formed steel (CFS) built-up sections for portal frames is gaining popularity due to their ability to provide sustainable solutions and more optimized section design opportunities. This paper presents an ...
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