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    Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author(s): Weichen Xue; Min Ding; Chi He; Jie Li
    Publisher: American Society of Civil Engineers
    Abstract: The combined effects of creep and shrinkage of concrete and relaxation of prestressing tendons cause gradual changes in the internal forces and deflections of composite beams. However, most of the research work conducted ...
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    Static Behavior and Theoretical Model of Stud Shear Connectors 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Weichen Xue; Min Ding; Hua Wang; Ziwen Luo
    Publisher: American Society of Civil Engineers
    Abstract: Stud shear connectors are the most widely used shear connectors in steel-concrete composite beams. The composite action of steel beam and concrete slab is effected by the stud shear properties directly. Thirty push-out ...
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    Closure to “Static Behavior and Theoretical Model of Stud Shear Connectors” by Weichen Xue, Min Ding, Hua Wang, and Ziwen Luo 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 003
    Author(s): Weichen Xue; Min Ding; Hua Wang; Ziwen Luo
    Publisher: American Society of Civil Engineers
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    Closure to “Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year” by Weichen Xue, Min Ding, Chi He, and Jie Li 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Weichen Xue; Min Ding; Chi He; Jie Li
    Publisher: American Society of Civil Engineers
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