TECHNICAL PAPERS
Aug 15, 2002

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

Publication: Journal of Engineering Mechanics
Volume 128, Issue 9

Abstract

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.

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References

Arbocz, J., and Hol, J. M. A. M.(1995). “Collapse of axially compressed cylindrical shells with random imperfections.” Thin-Walled Struct., 23(1–4), 131–158.
Chryssanthopoulos, M. K., Baker, M. J., and Dowling, P. J.(1991). “Imperfection modelling for buckling analysis of stiffened cylinders.” J. Struct. Eng., 117(7), 1998–2017.
Dawe, D. J., Wang, S., and Lam, S. S. E.(1995). “Finite strip analysis of imperfect laminated plates under end shortening and normal pressure.” Int. J. Numer. Methods Eng., 38(24), 4193–4205.
Hutchinson, J. W., Tennyson, R. C., and Muggeridge, D. B.(1971). “Effects of local axisymmetric imperfection on the buckling behaviour of a cylindrical shell under axial compression.” AIAA J., 9, 48–52.
Imbert, J. (1971). “The effect of imperfections on the buckling of cylindrical shells.” PhD thesis, Aeronautical Engineering, California Institute of Technology, Pasadena, Calif.
Kapania, R. K., and Yang, T. Y.(1986). “Formulation of an imperfect quadrilateral doubly curved shell element for postbuckling analysis.” AIAA J., 24(2), 310–311.
Koiter, W. T. (1945). “On the stability of elastic equilibrium.” Thesis, Delft, H. J. Paris, Amsterdam, (in Dutch).
Lam, S. S. E., and Zou, G. P.(2000). “Load increment procedure for postbuckling analysis of laminated plates under in-plane loads by finite strip method.” Int. J. Numer. Methods Eng., 49(6), 797–810.
Lam, S. S. E., and Zou, G. P.(2001). “Higher-order shear deformable finite strip for the flexure analysis of composite laminates.” Eng. Struct., 23(2), 198–201.
Little, G. H.(1987a). “Efficient large deflection analysis of rectangular orthotropic plates by direct energy minimisation.” Comput. Struct., 26(5), 871–884.
Little, G. H.(1987b). “An efficient computer program for the large deflection analysis of rectangular orthotropic plates.” Comput. Struct., 27(4), 467–482.
Mallikarjuna, and Kant, T.(1993). “A critical-review and some results of recently developed refined theories of fiber-reinforced laminated composites and sandwiches.” Compos. Struct., 23(4), 293–312.
Romeo, G., and Frulla, G.(1997). “Post-buckling behavior of graphite/epoxy stiffened panels with initial imperfections subjected to eccentric biaxial compression loading.” Int. J. Non-Linear Mech., 32(6), 1017–1033.
Saigal, S., Kapania, R. K., and Yang, T. Y.(1986). “Geometrically nonlinear finite element analysis of imperfect laminated shells.” J. Compos. Mater., 20(2), 197–214.
Turvey, G. J., and Marshall, I. H. (1995). Buckling and postbuckling of composite plates, Chapman & Hall, New York.
Yamaki, N.(1959). “Postbuckling behaviour of rectangular plates with small initial curvature loaded in edge compression.” ASME Trans. J. Appl. Mech., 26, 407–414.
Yamaki, N.(1960). “Postbuckling behaviour of rectangular plates with small initial curvature loaded in edge compression-(continued).” ASME Trans. J. Appl. Mech., 27, 335–342.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 128Issue 9September 2002
Pages: 1008 - 1015

History

Received: Feb 27, 2001
Accepted: Jan 23, 2002
Published online: Aug 15, 2002
Published in print: Sep 2002

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Authors

Affiliations

Guiping Zou
Formerly, Post-Doctoral Research Associate, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905.
Pizhong Qiao, M.ASCE
Associate Professor, Dept. of Civil Engineering, The Univ. of Akron, Akron, OH 44325-3905.

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