A C0 EIGHT‐NODE MEMBRANE‐SHEAR‐BENDING ELEMENT FOR GEOMETRICALLY NON‐LINEAR (STATIC AND DYNAMIC) ANALYSIS OF LAMINATES

[1]  Yavuz Başar,et al.  Refined shear-deformation models for composite laminates with finite rotations , 1993 .

[2]  M. Touratier,et al.  An efficient standard plate theory , 1991 .

[3]  Olivier Polit,et al.  A new eight‐node quadrilateral shear‐bending plate finite element , 1994 .

[4]  M. Bernadou.  Convergence of conforming finite element methods for general shell problems , 1980 .

[5]  J. B. Kennedy,et al.  Nonlinear Behavior of Symmetrically Laminated Plates , 1975 .

[6]  J. N. Reddy,et al.  Exact Solutions of Moderately Thick Laminated Shells , 1984 .

[7]  D. Allman.  A compatible triangular element including vertex rotations for plane elasticity analysis , 1984 .

[8]  G. Dhatt,et al.  Modélisation des structures par éléments finis , 1990 .

[9]  R. L. Harder,et al.  A proposed standard set of problems to test finite element accuracy , 1985 .

[10]  J. N. Reddy,et al.  Geometrically nonlinear transient analysis of laminated composite plates , 1983 .

[11]  Thomas J. R. Hughes,et al.  Consistent linearization in mechanics of solids and structures , 1978 .

[12]  M. A. Aminpour,et al.  Direct formulation of a hybrid 4-node shell element with drilling degrees of freedom , 1992 .

[13]  Carlos A. Felippa,et al.  A triangular membrane element with rotational degrees of freedom , 1985 .

[14]  K. Park,et al.  A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains , 1986 .

[15]  Klaus-Jürgen Bathe,et al.  A geometric and material nonlinear plate and shell element , 1980 .

[16]  Robert L. Harder,et al.  A refined four-noded membrane element with rotational degrees of freedom , 1988 .

[17]  Peter Wriggers,et al.  Thin shells with finite rotations formulated in biot stresses : theory and finite element formulation , 1993 .

[18]  S. Srinivas,et al.  Buckling of thick rectangular plates. , 1969 .

[19]  D. Allman.  A quadrilateral finite element including vertex rotations for plane elasticity analysis , 1988 .

[20]  Robert D. Cook,et al.  Four-node ‘flat’ shell element: Drilling degrees of freedom, membrane-bending coupling, warped geometry, and behavior , 1994 .

[21]  M. Touratier,et al.  A rectangular finite element for analysing composite multilayered shallow shells in statics, vibration and buckling , 1993 .

[22]  P. Pinsky,et al.  An assumed covariant strain based 9‐node shell element , 1987 .

[23]  Hasan U. Akay,et al.  Dynamic large deflection analysis of plates using mixed finite elements , 1980 .

[24]  J. Z. Zhu,et al.  The finite element method , 1977 .

[25]  Eduardo N. Dvorkin,et al.  A formulation of general shell elements—the use of mixed interpolation of tensorial components† , 1986 .

[26]  A. Rao,et al.  Bending, vibration and buckling of simply supported thick orthotropic rectangular plates and laminates , 1970 .

[27]  E. Reissner,et al.  Reflections on the Theory of Elastic Plates , 1985 .