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RISNumerical 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 ...
Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams
Publisher: ASCE
Abstract: A partial-depth, diamond-shaped, ultra-high performance concrete (UHPC) connection with embedded transverse reinforcement between adjacent precast prestressed concrete voided beams (APPCVBs) has been developed by the Federal ...
Shear-Friction Behavior of Groove Interface in Concrete Bridge Rehabilitation
Publisher: American Society of Civil Engineers
Shear Strength of Steel Fiber-Reinforced Concrete Dry Joints in Precast Segmental Bridges
Publisher: American Society of Civil Engineers