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非线性结构分析中三维过渡等参单元及其应力平滑方法 被引量:1

3-D transition isoparametric element and its stress smoothing method in non-linear structural analysis
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摘要 给出了三维四、六、八节点过渡等参元的单元模型,推导了相应的应力平滑公式,编制了计算程序,并通过弹塑性问题和接触问题例题考核,结果良好。 This paper presents the model of 4-node,6-node and 8-node three dimension transitionisoparametric elements,derives their stress smoothing formula and generates computing pro-gram. The illustrative examples include elastoplastic problem and contact problem. The re-sults demonstrate the numerical accuracy and computational efficiency.
机构地区 重庆大学
出处 《计算结构力学及其应用》 CSCD 1995年第1期116-121,共6页
关键词 弹塑性 接触问题 结构力学 应力平滑 非线性 finite element method/elastoplastic problem contact problem
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同被引文献16

  • 1薛飞.有限元等参单元退化模式研究[J].武汉大学学报(工学版),2006,39(1):58-62. 被引量:5
  • 2徐能雄,武雄,汪小刚,贾志欣,段庆伟.基于三维地质建模的复杂构造岩体六面体网格剖分方法[J].岩土工程学报,2006,28(8):957-961. 被引量:26
  • 3有限单元法[M].北京:清华大学出版社,2003.
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