砌体构件裂缝扩展相互作用与贯通数值分析

Numerical analysis on the behavior of cracking of masonry structure

结合砌体构件材料的非均匀性特点 ,建立相应的砌体构件开裂数值模型 ,并与实验结果进行了对比分析探讨 ,为砌体构件的破坏与失稳的预测预报理论研究提供了新的方法。

According to the heterogeneous features of masonry structure the numerical model simulating its while failure process is build, the comparative analysis is also made for experimental results in order to provide a new method to research of failure and instability of masonry structure.