An accurate four-node shear flexible composite plate element

[1]  N. Iyengar,et al.  Large deflection of shear deformable composite plates using a simple higher-order theory , 1993 .

[2]  G. Prathap.  AN OPTIMALLY CONSTRAINED 4 NODE QUADRILATERAL THIN PLATE BENDING ELEMENT , 1984 .

[3]  H. Saunders,et al.  Finite element procedures in engineering analysis , 1982 .

[4]  Tarun Kant,et al.  A Simple Finite Element Formulation of a Higher-order Theory for Unsymmetrically Laminated Composite Plates , 1988 .

[5]  N. Pagano,et al.  Exact Solutions for Rectangular Bidirectional Composites and Sandwich Plates , 1970 .

[6]  Thomas J. R. Hughes,et al.  A simple and efficient finite element for plate bending , 1977 .

[7]  T. Hughes,et al.  Finite Elements Based Upon Mindlin Plate Theory With Particular Reference to the Four-Node Bilinear Isoparametric Element , 1981 .

[8]  O. C. Zienkiewicz,et al.  Reduced integration technique in general analysis of plates and shells , 1971 .

[9]  H. V. Lakshminarayana,et al.  A shear‐flexible triangular finite element model for laminated composite plates , 1984 .

[10]  M. Crisfield.  A quadratic mindlin element using shear constraints , 1984 .

[11]  T. Belytschko,et al.  A Kirchhoff-mode method for C0 bilinear and serendipity plate elements , 1985 .

[12]  D. E. McFarland,et al.  Analysis of plates , 1972 .

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

[14]  Y. Stavsky,et al.  Elastic wave propagation in heterogeneous plates , 1966 .

[15]  J. Whitney,et al.  Shear Correction Factors for Orthotropic Laminates Under Static Load , 1973 .

[16]  John S. Campbell,et al.  Local and global smoothing of discontinuous finite element functions using a least squares method , 1974 .

[17]  A.W.M. Kok,et al.  A shear locking free six-node mindlin plate bending element , 1990 .

[18]  J. N. Reddy,et al.  A comparison of closed-form and finite-element solutions of thick laminated anisotropic rectangular plates , 1981 .

[19]  Humayun R.H. Kabir,et al.  A shear-locking free robust isoparametric three-node triangular element for general shells , 1994 .

[20]  Ray W. Clough,et al.  Improved numerical integration of thick shell finite elements , 1971 .

[21]  Gangan Prathap,et al.  A field-consistent, four-noded, laminated anisotropic plate/shell element , 1987 .

[22]  J. Whitney,et al.  Shear Deformation in Heterogeneous Anisotropic Plates , 1970 .

[23]  E. Hinton,et al.  A study of quadrilateral plate bending elements with ‘reduced’ integration , 1978 .

[24]  Ahmed K. Noor,et al.  Mixed isoparametric finite element models of laminated composite shells , 1977 .

[25]  G. Prathap.  A C0 continuous four-noded cylindrical shell element , 1985 .

[26]  Robert L. Spilker,et al.  The hybrid‐stress model for thin plates , 1980 .