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Long-Term Behavior of Prestressed Composite Beams at Service Loads for One Year
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 ...
Static Behavior and Theoretical Model of Stud Shear Connectors
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 ...
Closure to “Static Behavior and Theoretical Model of Stud Shear Connectors” by Weichen Xue, Min Ding, Hua Wang, and Ziwen Luo
Publisher: American Society of Civil Engineers
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
Publisher: American Society of Civil Engineers