TECHNICAL NOTES
Sep 1, 1991

Large Deflections of Orthotropic Plates in Compression

Publication: Journal of Engineering Mechanics
Volume 117, Issue 9

Abstract

Rectangular specially orthotropic plates subjected to uniaxial in-plane compression are analyzed into the large deflection regime, using the computer program ELDAROP. All four edges are simply supported against out-of-plane movement, and opposite pairs of edges are maintained straight and parallel. Some plates analyzed are initially flat. Others have a geometrical imperfection shaped as a single half-sine wave in both directions. Particular attention is given to the effects on plate behavior of the modular ratio Ex/Ey, and the geometrical imperfection amplitude ΔO/t. For flat plates, the initial postbuckled stiffness depends entirely on the membrane rigidities and the aspect ratio a/b. However, on further loading, the bending rigidities then have a significant effect, provided the membrane behavior is not close to being isotropic.

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References

1.
Harris, G. Z. (1975). “The buckling and post‐buckling behavior of composite plates under biaxial loading.” Int. J. Mech. Sci., 17(3), 187–202.
2.
Levy, S. (1942). “Bending of rectangular plates with large deflections.” NACA Report No. 737, NACA.
3.
Little, G. H. (1987a). “Efficient large deflection analysis of rectangular orthotropic plates by direct energy minimisation.” Computers and Structures, 26(5), 871–884.
4.
Little, G. H. (1987b). “An efficient computer program for the large deflection analysis of rectangular orthotropic plates.” Computers and Structures, 27(4), 467–482.
5.
Little, G. H. (1989). “Large deflections of orthotropic plates under pressure.” J. Engrg. Mech. Div., ASCE, 115(12), 2601–2620.
6.
Stein, M. (1983). “Postbuckling of orthotropic composite plates loaded in compression,” AIAA J., 21(12), 1729–1735.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 117Issue 9September 1991
Pages: 2150 - 2155

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Published online: Sep 1, 1991
Published in print: Sep 1991

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Authors

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Gordon H. Little, Member, ASCE
Lect., School of Civ. Engrg., The Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, United Kingdom

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