Analytical study of reinforced concrete members subjected to axial forces and bi-xial bending moments

In this paper an analytical method for determining and the numerical results on the axial force and bi-axial bending moment of reinforced concrete members were studied. First, a computer program was developed based on the elasto-plastic theory using the equilibrium equations of horizontal forces and bending moments. Secondly, the mechanical characteristics of the members were examined numerically by the above computer program under various factors. From the results obtained by this analysis, the mechanical characteristics of reinforced concrete members can be better understood, both qualitatively and quantatively