ON THE SUPPRESSION OF ZERO ENERGY DEFORMATION MODES

[1] IRONS BM, 1972, CNMECR56 U WAL CTR N

[2] PETERSON K, 1972, THESIS MIT

[3] Pian T. H. H., 1972, ADV COMPUTATIONAL ME, P87

[4] HISTORICAL NOTE ABOUT HYBRID ELEMENTS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1978, 12 (05) : 891 - 892

[5] DERIVATION OF ELEMENT STIFFNESS MATRICES BY ASSUMED STRESS DISTRIBUTIONS [J]. AIAA JOURNAL, 1964, 2 (07) : 1333 - 1336

[6] A NEW FORMULATION OF HYBRID MIXED FINITE-ELEMENT [J]. COMPUTERS & STRUCTURES, 1983, 16 (1-4) : 81 - 87

[7] PIAN THH, 2ND P C MATR METH ST, P441

[8] PIAN THH, 1972, 3 INT C VAR METH ENG, P1

[9] HIGH-ORDER 3-DIMENSIONAL HYBRID-STRESS ELEMENTS FOR THICK-PLATE ANALYSIS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1981, 17 (01) : 53 - 69

[10] 3-DIMENSIONAL HYBRID-STRESS ISOPARAMETRIC QUADRATIC DISPLACEMENT ELEMENTS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1982, 18 (03) : 445 - 465

[1] IRONS BM, 1972, CNMECR56 U WAL CTR N

[2] PETERSON K, 1972, THESIS MIT

[3] Pian T. H. H., 1972, ADV COMPUTATIONAL ME, P87

[4] HISTORICAL NOTE ABOUT HYBRID ELEMENTS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1978, 12 (05) : 891 - 892

[5] DERIVATION OF ELEMENT STIFFNESS MATRICES BY ASSUMED STRESS DISTRIBUTIONS [J]. AIAA JOURNAL, 1964, 2 (07) : 1333 - 1336

[6] A NEW FORMULATION OF HYBRID MIXED FINITE-ELEMENT [J]. COMPUTERS & STRUCTURES, 1983, 16 (1-4) : 81 - 87

[7] PIAN THH, 2ND P C MATR METH ST, P441

[8] PIAN THH, 1972, 3 INT C VAR METH ENG, P1

[9] HIGH-ORDER 3-DIMENSIONAL HYBRID-STRESS ELEMENTS FOR THICK-PLATE ANALYSIS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1981, 17 (01) : 53 - 69

[10] 3-DIMENSIONAL HYBRID-STRESS ISOPARAMETRIC QUADRATIC DISPLACEMENT ELEMENTS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1982, 18 (03) : 445 - 465