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    Tests and Design of Fixed-Ended Cold-Formed Steel Plain Angle Columns 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a series of tests on cold-formed steel plain (unstiffened) angle columns compressed between fixed ends. The test specimens were brake-pressed from high strength structural steel sheets. Tests were ...
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    Experimental Investigation of Cold-Formed Steel Lipped Angle Concentrically Loaded Compression Members 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of cold-formed steel lipped angle concentrically loaded compression members is presented in this paper. The angle specimens were tested between fixed-ended conditions at various column lengths. ...
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    Effects of End Distance and Temperature on Thin-Sheet Steel Double Shear-Bolted Connections 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Yancheng Cai; Ben Young
    Publisher: ASCE
    Abstract: An experimental investigation was conducted with thin-sheet steel (TSS) double shear-bolted connections at elevated temperatures. The connection specimens were fabricated by TSS 0.42-mm G550 and 1.90-mm G450. The specimens ...
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    Beam-Column Tests of Cold-Formed Steel Built-Up Closed Sections 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 004:;page 04022020
    Author(s): Qiu-Yun Li; Ben Young
    Publisher: ASCE
    Abstract: This study aimed to investigate the buckling behavior of cold-formed steel built-up closed section members subjected to combined minor axis bending and compression. The channels were fabricated from zinc-coated steel sheets ...
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    Behavior of Cold-Formed Steel Built-Up Sections with Intermediate Stiffeners under Bending. II: Parametric Study and Design 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Liping Wang; Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: Built-up sections were used in a wide range of constructional steel applications. The investigation aims to develop suitable design rules for cold-formed steel doubly symmetric built-up open and closed sections with ...
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    Behavior of Cold-Formed Steel Built-Up Sections with Intermediate Stiffeners under Bending. I: Tests and Numerical Validation 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 003
    Author(s): Liping Wang; Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of simply supported built-up section beams with different sectional configurations has been conducted under both four-point bending and three-point bending. Intermediate stiffeners were employed ...
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    Cold-Formed Stainless Steel Sections Subjected to Web Crippling 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Feng Zhou; Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of cold-formed stainless steel hollow sections subjected to web crippling is presented in this paper. Tests were conducted on square and rectangular hollow sections of austenitic stainless ...
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    Column Tests of Cold-Formed Steel Channels with Complex Stiffeners 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Jintang Yan; Ben Young
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental investigation of cold-formed steel channels with complex stiffeners subjected to pure axial compression for fixed-ended columns. The complex stiffeners of the channel sections consist ...
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    Channel Columns Undergoing Local, Distortional, and Overall Buckling 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author(s): Ben Young; Jintang Yan
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents design and numerical investigations into the strengths and behavior of cold-formed lipped channel columns using finite element analysis. A nonlinear finite element model is developed and verified against ...
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    Experimental Investigation of Cold-Formed Stainless Steel Columns 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 002
    Author(s): Ben Young; Yahua Liu
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation into the column strength of cold-formed stainless steel rectangular hollow sections is described in this paper. The columns tested displayed four cross-section sizes and were compressed between ...
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