文章摘要
费文平,陈胜宏.水工结构的三维p型弹粘塑性自适应有限单元法[J].水利学报,2003,34(3):0087-0092
水工结构的三维p型弹粘塑性自适应有限单元法
3-D p-version elasto viscoplastic adaptive FEM model for hydraulic structures
  
DOI:
中文关键词: 升阶谱有限元  p型有限元  弹粘塑性  自适应
英文关键词: hierarchical FEM  p version FEM  elasto viscoplasticity  adaptivity
基金项目:
作者单位
费文平 武汉大学 水利水电工程科学重点实验室湖北 武汉 430072 
陈胜宏 武汉大学 水利水电工程科学重点实验室湖北 武汉 430072 
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中文摘要:
      建立了三维p型弹粘塑性有限单元法的数 学模型,提出了其求解水工结构问题的自适应策略,编制了相应的计算程序,给出了具体算 例,计算结果表明三维p型弹粘塑性有限单元法,不仅计算精度高、收敛速度快,而且 具有升阶过程的可承袭性和网格剖分的简易性等优点,较易实现自适应过程,适合于求解大 型的水工结构非线性分析问题。
英文摘要:
      The authors proposed a mathematic model of 3 D p version elasto viscoplastic finite element method (FEM) and put forward an adaptive strategy for solving hydraulic structure problems. The corresponding p version adaptive FEM program was implemented and a gravity dam was calculated. The result shows that p version adaptive FEM proposed is a feasible and reliable structure analyzing tool with high quality and rapid convergence. By this method, a precise finite element mesh is unnecessary and the previous results can be inherited. With the convenient adaptive process, this method is very suitable for nonlinear analysis of complex hydraulic structures.
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