基于ANSYS的剪力墙水平承载力特征值计算模拟

The Calculation and Simulation of the Shear Wall Horizontal Bearing Capacity Characteristic Value on ANSYS

从理论上计算了剪力墙的水平承载力特征值,并与有限元模拟结果进行了对比,误差较小。在合理确定钢筋混凝土结构的有限元模型、材料本构关系、破坏准则等参数的前提下,ANSYS可以对钢筋混凝土结构从开裂到破坏的全过程进行模拟,为结构设计提供可靠的科学依据。

The shear wall horizontal bearing capacity characteristic value is calculated in terms of theory and simulated by finite element.The results are compared with each other and have little error.On the premise that we can confirm the reasonable parameters of the reinforced concrete structure such as finite element models,material constitutive relation,failure criterion and so on,we can simulate the whole process of the reinforced concrete structure from cracking to failure which provides a reliable scientific basis for structural design.