Higher-Order Finite Strip Method for Postbuckling Analysis of Imperfect Composite Plates

Postbuckling analysis is essential to predict the capacity of composite plates carrying considerable additional load before the ultimate load is reached, and manufacturing-induced geometric imperfections often reduce the load-carrying capacity of composite structures. A higher-order finite strip method based on the higher-order shear deformation plate theory is developed for postbuckling analysis of laminated composite plates with initial geometric imperfection subjected to progressive end shortening. The arbitrary nature of initial geometric imperfection induced during manufacturing is accounted for in the analysis. Nonlinear equilibrium equations are solved by a Newton-Raphson procedure. Examples of postbuckling analyses of unsymmetric cross-ply, angle-ply, and arbitrary laminates are presented, and the accuracy and performance of the method are examined. The numerical higher-order finite strip method presented can be used as an accurate and efficient tool for postbuckling analysis of imperfect composite plates.

[1]  S. S. E. Lam,et al.  Load increment procedure for post‐buckling analysis of laminated plates under in‐plane loads by finite strip method , 2000 .

[2]  Rakesh K. Kapania,et al.  Geometrically Nonlinear Finite Element Analysis of Imperfect Laminated Shells , 1986 .

[3]  Tarun Kant,et al.  A critical review and some results of recently developed refined theories of fiber-reinforced laminated composites and sandwiches , 1993 .

[4]  Giulio Romeo,et al.  Post-buckling behaviour of graphite/epoxy stiffened panels with initial imperfections subjected to eccentric biaxial compression loading , 1997 .

[5]  Marios K. Chryssanthopoulos,et al.  Imperfection Modeling for Buckling Analysis of Stiffened Cylinders , 1991 .

[6]  D. J. Dawe,et al.  Finite strip analysis of imperfect laminated plates under end shortening and normal pressure , 1995 .

[7]  G. Little An efficient computer program for the large deflection analysis of rectangular orthotropic plates , 1987 .

[8]  J. Hol,et al.  Collapse of axially compressed cylindrical shells with random imperfections , 1991 .

[9]  R. C. Tennyson,et al.  Effect of a Local Axisymmetric Imperfection on the Buckling Behavior of a Circular Cylindrical Shell under Axial Compression , 1970 .

[10]  Johann Arbocz,et al.  Collapse of axially compressed cylindrical shells with random imperfections , 1995 .

[11]  Jean-Francois Imbert The effect of imperfections on the buckling of cylindrical shells , 1971 .

[13]  G. Little Efficient large deflection analysis of rectangular orthotropic plates by direct energy minimisation , 1987 .

[14]  W. T. Koiter THE STABILITY OF ELASTIC EQUILIBRIUM , 1970 .

[15]  T. Y. Yang,et al.  Formulation of an imperfect quadrilateral doubly curved shell element for postbuckling analysis , 1986 .

[16]  Noboru Yamaki Postbuckling Behavior of Rectangular Plates With Small Initial Curvature Loaded in Edge Compression—(continued) , 1960 .