Abstract
Diverse shear studs and steel plate are frequently installed within engineering structures to increase resistance of external shear force at steel frame and reinforced concrete joints. In the current study, tests were undertaken in order to compare both variable shear stud strength (normal-strength shear studs and high-strength shear studs) and type (normal shear studs and headed shear studs) with steel plate. Results have been evaluated in the context of experimental data, finite element analyses results and the current ACI318-11 code.
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