The natural isoparametric triangle versus collapsed quadrilateral for elastic crack analysis
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[1] W. S. Blackburn. CALCULATION OF STRESS INTENSITY FACTORS AT CRACK TIPS USING SPECIAL FINITE ELEMENTS , 1973 .
[2] Bruce M. Irons,et al. A technique for degenerating brick‐type isoparametric elements using hierarchical midside nodes , 1974 .
[3] R. Barsoum. On the use of isoparametric finite elements in linear fracture mechanics , 1976 .