Static and Free Vibration Analyses of Laminated Shells using a Higher-order Theory

A C0 finite element formulation using a higher-order shear deformation theory is developed and used to analyze static and dynamic behavior of laminated shells. The element consists of nine degrees-of-freedom per node with higher-order terms in the Taylor's series expansion which represents the higher-order transverse cross sectional deformation modes. The formulation includes Sanders' approximation for doubly curved shells considering the effects of rotary inertia and transverse shear. A realistic parabolic distribution of transverse shear strains through the shell thickness is assumed and the use of a shear correction factor is avoided. The shell forms include hyperbolic paraboloid, hypar and conoid shells. The accuracy of the formulation is validated by carrying out a convergence study and comparing the results with those available in the existing literature.

[1]  Tarun Kant,et al.  A general fibre-reinforced composite shell element based on a refined shear deformation theory , 1992 .

[2]  A. N. Nayak,et al.  FREE VIBRATION ANALYSIS OF LAMINATED STIFFENED SHELLS , 2005 .

[3]  Tarun Kant,et al.  Free vibration of composite and sandwich laminates with a higher-order facet shell element , 2004 .

[4]  N. J. Pagano,et al.  Exact solutions for rectangular bidirectional composites and sandwich plates : Journal of Composite Materials, Vol 4, pp 20 – 34 (January 1970) , 1970 .

[5]  A. Bhimaraddi Three-dimensional elasticity solution for static response of orthotropic doubly curved shallow shells on rectangular planform , 1993 .

[6]  Shu Xiao-ping,et al.  An improved simple higher-order theory for laminated composite plates , 1994 .

[7]  Dipankar Chakravorty,et al.  Applications of FEM on Free and Forced Vibration of Laminated Shells , 1998 .

[8]  J. N. Reddy,et al.  A higher-order shear deformation theory of laminated elastic shells , 1985 .

[9]  K. M. Liew,et al.  A Higher-Order Theory for Vibration of Doubly Curved Shallow Shells , 1996 .

[10]  T. Y. Yang,et al.  High Order Rectangular Shallow Shell Finite Element , 1973 .

[11]  A. Bhimaraddi,et al.  A higher order theory for free vibration analysis of circular cylindrical shells , 1984 .

[12]  E. Reissner The effect of transverse shear deformation on the bending of elastic plates , 1945 .

[13]  J. Bandyopadhyay,et al.  Approximate bending analysis of conoidal shells using the galerkin method , 1990 .

[14]  Maenghyo Cho,et al.  Efficient higher-order shell theory for laminated composites , 1995 .

[15]  Carlos A. Mota Soares,et al.  BUCKLING AND DYNAMIC BEHAVIOUR OF LAMINATED COMPOSITE STRUCTURES USING A DISCRETE HIGHER-ORDER DISPLACEMENT MODEL , 1999 .

[16]  Chang-Koon Choi A conoidal shell analysis by modified isoparametric element , 1984 .

[17]  R. D. Mindlin,et al.  Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates , 1951 .

[18]  T. Kant,et al.  A HIGHER-ORDER FACET QUADRILATERAL COMPOSITE SHELL ELEMENT , 1997 .

[19]  Dipankar Chakravorty,et al.  FINITE ELEMENT FREE VIBRATION ANALYSIS OF DOUBLY CURVED LAMINATED COMPOSITE SHELLS , 1996 .

[20]  J. Reddy A Simple Higher-Order Theory for Laminated Composite Plates , 1984 .

[21]  J. N. Bandyopadhyay,et al.  Free Vibration Analysis and Design Aids of Stiffened Conoidal Shells , 2002 .