Shear Deterioration of RC Beams after Flexural Yielding

휨항복 후 전단 파괴하는 철근콘크리트 보의 전단 성능 저하

While a great progress has been achieved in predicting the ultimate shear strength in the RC members, it is a fact that a method in order to estimate the ductility of RC members still has to be looked for. This study theoretically predict the ductility of RC beams which fail in shear after flexural yielding by considering the deterioration of concrete strength in plastic hinge region.