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数值方法在大坝破坏分析中的应用

Review of the application of numerical methods to dam failure analysis

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【作者】 陈在铁任青文

【Author】 CHEN Zai-tie~1, REN Qing-wen~2 (1.Shazhou Institute of Technology, Zhangjiagang 215600, China; 2. College of Civil Engineering, Hohai Univ., Nanjing 210098, China)

【机构】 沙洲工学院河海大学土木工程学院 江苏张家港 215600江苏南京 210098

【摘要】 论述在大坝破坏分析中数值计算方法的发展过程和现状.简述目前广泛使用的结构力学分析法、连续变形分析法、非连续变形分析法、整体稳定分析法的基本原理和单元剖分思路,逐个分析它们的适用范围和存在的不足之处,指出数值计算方法亟待解决计算结果对单元网络剖分的依赖性等关键和基础性问题以及进一步努力的方向.

【Abstract】 An introduction was given to the development process and current situation of the numerical methods applied to dam failure analysis. A comparative analysis was made of the basic principle and idea of element division of some methods widely used at present, including the structural mechanics analytical method, continuous deformation analytical method, discontinuous deformation analytical method, and the monolithic stability analytical method, together with their advantages and suitable scope of application. Finally, some key problems to be solved urgently, such as the dependence of the calculated results on element division, etc. and the direction for further research were pointed out.

【基金】 国家自然科学基金资助项目(50379005)
  • 【文献出处】 河海大学学报(自然科学版) ,Journal of Hehai University (Natural Sciences ) , 编辑部邮箱 ,2005年03期
  • 【分类号】TV64
  • 【被引频次】4
  • 【下载频次】315
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