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竹筋夯土墙单调水平荷载非线性有限元分析
Nonlinear FEM analysis of rammed-earth walls with bamboo bars under monotonic horizontal load
【摘要】 应用有限元分析软件ANSYS中的Solid65和Link8单元建立竹筋夯土墙的数值分析模型,并对其进行单调荷载下的数值计算,得出了竹筋夯土墙的抗侧承载力、裂缝形态、荷载位移曲线和延性。将数值结果与试验结果进行对比,结果表明,有限元法分析竹筋夯土墙具有较高的精度。
【Abstract】 Numerical models of rammed-earth walls with bamboo bars under monotonic horizontal load were builded using Solid 65 and Link 8 in the commerical finite element software ANSYS,and then analyzed.Lateral resistence capacities,crack shapes,load-displacement curves and ductilities of the rammed-earth walls with bamboo bars were reached.By means of comparing the analytical to experimental results,it can be concluded that analysis of rammed-earth walls with bamboo bars using FEM has a high precision.
【关键词】 竹筋夯土墙;
非线性有限元;
破坏准则;
重分布;
【Key words】 rammed-earth walls with bamboo bars; nonlinear finite element; failure criteria; redistribution;
【Key words】 rammed-earth walls with bamboo bars; nonlinear finite element; failure criteria; redistribution;
- 【文献出处】 四川建筑科学研究 ,Sichuan Building Science , 编辑部邮箱 ,2011年03期
- 【分类号】TU361
- 【被引频次】9
- 【下载频次】110