Experimental study on the effect of loading rate on the shear strength of RC wall plate (In the case of concrete strength 20MPa class)

Abstract

publisherIs considered to have deformed greater strain rate than the actual static loading test in earthquake, it is well predicted that may be different from the behavior obtained in the static loading test. In the present study, to clarify the effect of strain rate on the mechanical properties of the surface member, for three different types of RC wall plate specimens each 2 body of reinforcement ratio, and of loading rate on the net shear strength and fracture properties experimentally to examine the impac