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    Experimental and Analytical Investigations of a Timber–Concrete Composite Beam Using a Hardwood Interface Layer 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 007
    Author(s): Yike Zhang; Gary M. Raftery; Pierre Quenneville
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study that examined the use of a new connection system in a prefabricated timber–concrete composite (TCC) beam in which a hardwood layer was glued to the top of a timber web to reinforce a dowel-type ...
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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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    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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