3-D transition isoparametric element and its stress smoothing method in non-linear structural analysis
  
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DOI:10.7511/jslx19951016
KeyWord:finite element method/elastoplastic problem,contact problem,
Lin Tengjiao  Li Runfang
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Abstract:
      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.