An Experimental Study on the Structural Behavior of Reinforced Concrete Continuous Deep Beams Using Welded Deformed Wire Fabric as Shear Reinforcements

이형 용접철망을 전단철근으로 사용한 철근콘크리트 연속 깊은 보의 구조적 거동에 대한 실험적 연구

The objective of this experimental study was to understand the structural behavior of reinforced concrete continuous deep beams with welded deformed wire fabric(WWF) as shear reinforcement. The structural behavior of deep beams reinforced with WWF was compared with that of deep beams reinforced with orthogonal shear reinforcement which had standard anchorage corresponding to ACI 318-02. Test results showed that the load transferring capacity and the control of splitting cracks in the strut of WWF were almost as effective as those of orthogonal shear reinforcement with standard anchorage.