基于微观损伤的混凝土力学性能数值模拟研究

Research on Numerical Model for Concrete Mechanical Properties Based on Microscopic Injury

通过对微平面模型、二维格构模型、随机粒子模型比较,得出细观结构模型的研究结果令人满意。

By contrast of the numerical model to the microplane model, two dimentional laticed model and random particle model, the paper reaches that results researching on microstructural model are satisfied.