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Time-Dependent Response of Spatially Curved Steel-Concrete Composite Members. I: Computational Modeling
Publisher: American Society of Civil Engineers
Abstract: This paper develops a numerical formulation for the nonlinear time-dependent analysis of steel-concrete composite members that are curved arbitrarily in space, which includes the effects of concrete shrinkage, creep, and ...
Time-Dependent Response of Spatially Curved Steel-Concrete Composite Members. II: Curved-Beam Experimental Modeling
Publisher: American Society of Civil Engineers
Abstract: This paper presents a comprehensive experimental study of the time-dependent creep and shrinkage behavior of a simply supported steel-concrete composite beam that is curved in its plan; it is a companion to the first paper ...
Behavior of High-Strength Friction-Grip Bolted Shear Connectors in Sustainable Composite Beams
Publisher: American Society of Civil Engineers
Abstract: Composite beams comprised of concrete slabs and steel beams joined by mechanical shear connectors are commonly used in modern building design. The use of innovative deconstructable high-strength friction-grip bolt (HSFGB) ...
Axial Compressive Behavior of Through-Beam Connections between Concrete-Filled Steel Tubular Columns and Reinforced Concrete Beams
Publisher: American Society of Civil Engineers
Abstract: This paper investigates the axial compressive behavior of a through-beam connection between concrete-filled steel tubular (CFST) columns and reinforced concrete (RC) beams. In this connection system, the steel tube is ...
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