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    Effect of Strain Rate on Material Properties of Sheet Steels 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): M. Kassar; W. W. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The effect of strain rate on tensile and compressive mechanical properties of sheet steels is investigated experimentally and analytically. Three sheet steels are studied in both longitudinal and transverse directions under ...
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    Behavior of Arc Spot Weld Connections in Tension 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 007
    Author(s): R. A. LaBoube; W. W. Yu
    Publisher: American Society of Civil Engineers
    Abstract: Arc spot welds, commonly called puddle welds, are widely used for connecting cold‐formed steel roof decks to their supporting members. These support members are typically hot‐rolled steel beams or girders, or the top chord ...
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    Effect of Strain Rate on Cold‐Formed Steel Stub Columns 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
    Author(s): M. Kassar; C. L. Pan; W. W. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The material properties of steel and the strength of steel members are affected by strain rate. To investigate this characteristic for compression members, 49 stub columns fabricated from 35XF sheet steel and 48 stub columns ...
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    Web Crippling Strength of Cold‐Formed Steel Beams 

    Source: Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 010
    Author(s): C. Santaputra; M. B. Parks; W. W. Yu
    Publisher: American Society of Civil Engineers
    Abstract: The structural behavior of high‐strength cold‐formed steel beams subjected primarily to web crippling is investigated analytically and experimentally. Hat sections and I‐beams, formed from five different types of high‐strength ...
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    Bending and Shear Behavior of Web Elements with Openings 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): M. Y. Shan; R. A. LaBoube; W. W. Yu
    Publisher: American Society of Civil Engineers
    Abstract: Cold-formed steel C-sections are frequently used as wall studs and floor joists in both commercial and residential construction. To facilitate installation of ancillary systems such as electrical wiring and plumbing, the ...
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    Crippling Capacity of Web Elements with Openings 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): R. A. LaBoube; W. W. Yu; S. U. Deshmukh; C. A. Uphoff
    Publisher: American Society of Civil Engineers
    Abstract: Commonly used cold-formed steel sections utilized as either wall studs or floor joists contain web holes. The web holes may be factory punched or field cut. Because the
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