摘要
本文采用了弹塑性力学中的有限单元法,对带构造柱水平配筋砖砌体的应力、变形、承载能力和破坏过程等进行了弹塑性全过程分析,基本再现了墙体承载能力与裂缝分布,计算结果与试验基本吻合,表明有限元方法可以对模型试验进行模拟。
In this paper, stress, deformation, load-bearing capacity and failure course of ma- sonry with horizontal reinforcement and R. C. columns are analysed by elasto-plastic FEM. The ultimate loads and the cracking patterns of the wails are close to the test results, which show that the FEM analysis can well model the test.
出处
《包头钢铁学院学报》
1992年第2期81-87,共7页
Journal of Baotou University of Iron and Steel Technology
