Finite elements based on consistently assumed stresses and displacements
Tài liệu tham khảo
Pian, 1964, Derivation of element stiffness matrices by assumed stress distributions, AIAA Journal, 2, 1333, 10.2514/3.2546
Pian, 1978, A historical note about ‘hybrid elements’, Internat. J. Numer. Meths. in Engrg., 12, 891, 10.1002/nme.1620120514
Fraeijs, 1965, Displacement and equilibrium models in finite element method, 145
Pian, 1969, Rationalization in deriving element stiffness matrix by assumed stress approach, 441
Pian, 1983, On the suppression of zero energy deformation modes, Internat. J. Numer. Meths. Engrg., 19, 1741, 10.1002/nme.1620191202
Yang, 1982, On some fundamental studies into the stability of hybrid/mixed finite element methods for Navier-Stokes equations in solid/fluid mechanics, 25
Pian, 1981, On hybrid and mixed finite element methods
1982, 1
Pian, 1982, Alternative ways for formulation of hybrid stress elements, Internat. J. Numer. Meths. Engrg., 18, 679, 10.1002/nme.1620181107
Pian, 1964, Derivation of element stiffness matrices, AIAA Journal, 2, 576, 10.2514/3.2372
Froier, 1974, The rectangular plane stress element by Turner, Pian and Wilson, Internat. J. Numer. Meths. Engrg., 8, 433, 10.1002/nme.1620080223
Wilson, 1973, Incompatible displacement models, 43
Pian, 1982, On the equivalence of non-conforming elements and hybrid stress elements, Vol. 3, 773
Pian, 1984, Rational approach for assumed stress finite element, Internat. J. Numer. Meths. Engrg., 20, 1685, 10.1002/nme.1620200911
Pian, 1983, A new formulation of hybrid/mixed finite element, Computers and Structures, 16, 81, 10.1016/0045-7949(83)90149-9
Irons, 1972, An assumed-stress version of the Wilson 8-node isoparametric brick
Pian, 1984, New variational formulation of hybrid stress elements, 2297, 17
Tian, 1984, Axisymmetric solid elements by a rational hybrid stress method
Pian, 1984, Hybrid semi-Loof elements for plates and shells based upon a modified Hu-Washizu principle, Computers and Structures, 19, 165, 10.1016/0045-7949(84)90215-3