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洞坪拱坝坝体结构应力三维有限元仿真分析
Three-dimensional FEM Simulation Analysis of Structural Stress for the Dongping Arch Dam
【摘要】 采用三维弹塑性有限元方法对洞坪工程主体建筑物双曲拱坝在多种荷载组合作用下的坝体应力及变形进行了多种工况的计算,结果表明,坝体的应力及变形均符合有限元计算的一般规律,并且进行了等效应力核算,结果在规范允许的范围之内。
【Abstract】 Three-dimensional elastic-plastic FEM method is adopted to calculate the dam stress and deformation of the Dongping hyperboloidal arc dam with multi-load combinations under multiple conditions. The result shows that the stress and deformation of the arc dam accord with the general rules of the calculation of FEM. Furthermore, equivalent stress check shows that the error of calculation is within the allowable range of specification.
【关键词】 有限元法;
应力;
变形,等效应力;
【Key words】 finite element method; stress analysis; deformation; equivalent stress;
【Key words】 finite element method; stress analysis; deformation; equivalent stress;
- 【文献出处】 中国农村水利水电 ,China Rural Water and Hydropower , 编辑部邮箱 ,2005年05期
- 【分类号】TV642.4
- 【被引频次】24
- 【下载频次】138