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    Distortional Buckling of Steel Storage Rack Columns 

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 012
    Author(s): Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: A distortional mode of buckling is described for cold‐formed lipped channel columns that have additional flanges attached to the flange stiffening lips. The purpose of the additional flanges, called “rear flanges,” is to ...
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    Discussion of “<i>Generalized Stiffness Matrix for Thin Walled Beams</i>” by Anil B. Chaudhary (March, 1982) 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): Gregory J. Hancock
    Publisher: American Society of Civil Engineers
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    Tests to Examine Compact Web Slenderness of Cold-Formed RHS 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Tim Wilkinson; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of bending tests to examine the influence of web slenderness on the rotation capacity of cold-formed rectangular hollow sections (RHS) for use in plastic design. The results indicate that the ...
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    Design of Cold-Formed Channels Subjected to Web Crippling 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Ben Young; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: A series of tests on cold-formed unlipped channels with comparatively stocky webs and subjected to web crippling is presented in this paper. The web slenderness values of the channels ranged from 15.3 to 45. The tests were ...
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    Tests of Channels Subjected to Combined Bending and Web Crippling 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author(s): Ben Young; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of cold-formed channels subjected to combined bending and web crippling is described in this paper. A series of tests was performed on unlipped channels rolled from high strength structural ...
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    Compression Tests of Channels with Inclined Simple Edge Stiffeners 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Ben Young; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes a series of tests on cold-formed channels with inclined simple edge stiffeners compressed between fixed ends. The simple edge stiffeners of the channel sections consist of simple lips. The new North ...
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    Tests to Examine Plastic Behavior of Knee Joints in Cold-Formed RHS 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author(s): Tim Wilkinson; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes tests on various types of knee joints for steel portal frames constructed from cold-formed rectangular hollow sections (RHS) to examine the ability of the connections to form plastic hinges. Welded ...
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    Compression Tests of Cold-Reduced High Strength Steel Sections. I: Stub Columns 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): Demao Yang; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of compression tests performed on stub columns fabricated from cold-formed high strength steel plates with nominal yield stress of
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    Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Demao Yang; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a series of compression tests performed on lipped channel section columns fabricated from cold-reduced high strength steel of thickness
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    Cold-Formed Steel Channels Subjected to Concentrated Bearing Load 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author(s): Ben Young; Gregory J. Hancock
    Publisher: American Society of Civil Engineers
    Abstract: A test program on cold-formed steel channels subjected to concentrated bearing load is presented in this paper. The web slenderness values of the channel specimens ranged from comparatively stocky webs of 15.3 to relatively ...
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