축력과 이축휨을 받는 정사각형 단면의 고강도 콘크리트 기둥에 대한 실험적 연구

Abstract

The exact solution of strength of reinforced concrete RC columns subjected to axial compression combined with biaxial bending needs trial and adjustment procedure to find the depth and inclination of the neutral axis. Thus, approximate methods of analysis and design for biaxial bending are used in practice. Load contour interprets the relation of biaxial bending and equivalent uniaxial bending by a factor which is related to material properties and column shapes. The purpose of this study is to investigate the behavior of high strength RC columns subjected to the combined axial compression and biaxial bending. Fifteen test specimens with dimensions of 200mm x 200mm and 4-D13 longitudinal steel were examined. The variable of the test is compressive strength of concrete (350, 585,650kgf/cm2), compression load ratio (0.2Po, 0.35Po, 0.5Po), and inclination of loading (6 =0, 22.5, 45° ). Test results of coefficient a depending on the compressive strength of concrete are compared with ACI code.