配筋砌块砌体非线性有限元模型抗压试验模拟

摘要

This paper established nonlinear finite element analysis model,using whole separate model,semi-separate model,integrated model to respectively simulate the song not grouted concrete block masonry compression experiment,compared the experimental results,reached the application of all sorts of model,in order to facilitate the practical choice.%建立了非线性有限元分析模型,采用全分离式模型、半分离式模型、整体模型分别模拟了宋力未灌芯及灌芯混凝土砌块砌体受压实验,对比了实验结果,得出了各种模型的适用性,以便于实际选用。