摘要
利用通用有限元分析软件ANSYS,采用混凝土材料模型,在一定的温差及水平荷载作用下,对砌块墙体进行非线性分析,研究了砌块墙体裂缝和变形的分布规律及发展特点。理论分析与试验结果对比分析表明,砌块墙体裂缝的分析模型是合理可行的。
Nonlinear analysis on the block-wall subjected to horizontal load and temperature difference is performed under certain temperature difference and level loading through concrete material model and finite element software ANSYS. The characteristics of the distribution and development of the cracks and deformations of the block-walls are also studied. The comparison between the theoretic analysis and test result indicates that the analysis model of the cracks in this paper is reasonable and feasible.
出处
《苏州科技学院学报（工程技术版）》
CAS
2007年第3期30-33,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
