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    Distortional Buckling of Cold-Formed Steel Members in Bending 

    Yu, Cheng; Schafer, Benjamin W. (2005)
    Laterally braced cold-formed steel beams generally fail due to local and/or distortional buckling in combination with yielding. For many cold-formed steel (CFS) studs, joists, purlins, or girts, distortional buckling may ...
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    Test Verification of the Effect of Stress Gradient on Webs of Cees and Zee Sections 

    Schafer, Ben; Yu, Cheng (2002)
    This report details the work performed under a research grant funded by the American Iron and Steel Institute (AISI) and the Metal Building Manufacturers Association (MBMA) entitled “Test Verification of the Effect of ...

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    Yu, Cheng (2)
    Schafer, Ben (1)Schafer, Benjamin W. (1)Subjectbeam (2)
    Cold-formed steel (2)
    local buckling (2)distortional buckling (1)... View MoreDate Issued2002 (1)2005 (1)Has File(s)Yes (2)

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