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RISShear-Friction Behavior of Groove Interface in Concrete Bridge Rehabilitation
Publisher: American Society of Civil Engineers
Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets
Publisher: ASCE
Abstract: This study numerically investigated the shear behavior of novel composite shear connectors, which consisted of grouped head studs embedded in high-strength concrete-filled (HSC-filled) shear pockets. The shear pockets were ...