SHEAR BEHAVIOR OF L-SECTION HONEYCOMB STEEL-REINFORCED CONCRETE COLUMN

To investigate the bearing performance of oblique section of honeycomb steel-reinforced concrete L-shaped column，the software ANSYS was used for the analysis of the influential factors such as offset coefficient of web，axial compression ratio，shear span ratio，concrete strength，hooped reinforcement ratio，steel strength，steel ratio， opening holes ratio of steel web and height-thickness ratio of steel web on the bearing performance of oblique section of honeycomb steel-reinforced concrete L-shaped column． The results indicated that axial compression ratio，shear span ratio，concrete strength，steel strength，steel ratio，opening holes ratio of steel web and height-thickness ratio of steel web had great influence on the shear strength of the honeycomb steel reinforced concrete L-shaped column． But the offset coefficient of web and hooped reinforcement ratio had a limited effect on the shear capacity．