3-DIMENSIONAL HYBRID-STRESS ISOPARAMETRIC QUADRATIC DISPLACEMENT ELEMENTS

[1] AHMAD S, 1974, FINITE ELEMENT METHO, P85

[2] Bruce M.I., 1971, INT J NUMER METHODS, V3, P293, DOI DOI 10.1002/NME.1620030213

[3] Gallagher R.H., 1975, FINITE ELEM ANAL DES

[4] IRONS BM, 1972, CNMECR56 U WAL COMP

[5] LEE SW, 1974, MIT ASRLTR1703

[6] PETERSON K, 1972, THESIS MIT

[7] FINITE-ELEMENTS FOR NEARLY INCOMPRESSIBLE MATERIALS [J]. AIAA JOURNAL, 1976, 14 (06) : 824 - 826

[8] PIAN THH, 1973, NUMERICAL COMPUTER M

[9] Sokolnikoff I.S., 1956, MATH THEORY ELASTICI

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

[1] AHMAD S, 1974, FINITE ELEMENT METHO, P85

[2] Bruce M.I., 1971, INT J NUMER METHODS, V3, P293, DOI DOI 10.1002/NME.1620030213

[3] Gallagher R.H., 1975, FINITE ELEM ANAL DES

[4] IRONS BM, 1972, CNMECR56 U WAL COMP

[5] LEE SW, 1974, MIT ASRLTR1703

[6] PETERSON K, 1972, THESIS MIT

[7] FINITE-ELEMENTS FOR NEARLY INCOMPRESSIBLE MATERIALS [J]. AIAA JOURNAL, 1976, 14 (06) : 824 - 826

[8] PIAN THH, 1973, NUMERICAL COMPUTER M

[9] Sokolnikoff I.S., 1956, MATH THEORY ELASTICI

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