本文建立了钢筋混凝土墙板构件平面应力问题的材料模型。在计入钢筋与混凝土间滑移影响的前提下,文中根据混凝土的双轴应力试验曲线和钢筋单轴拉伸试验曲线,分别建立了二维的混凝土力学模型和理想为等效钢板的分布钢筋力学模型。在此基础上提出了钢筋混凝土非线性分析的离散化积分点法,并通过试验验证计算模型的可靠性与精度。 This paper establishes a material model for the plane stress problem of reinforced concrete wall plate members. Under the premise of taking into account the influence of slippage between steel bars and concrete, two-dimensional concrete mechanics models and distribution steel bars with ideal steel equivalents were established according to biaxial stress test curves of concrete and uniaxial tensile test curves of steel bars. Mechanical model. On this basis, a discrete integration point method for nonlinear analysis of reinforced concrete is proposed, and the reliability and precision of the calculated model are verified through experiments.