Stability of Plates with Rectangular Holes
Publication: Journal of Structural Engineering
Volume 113, Issue 5
Abstract
The conjugate load/displacement method for elastic stability analysis is applied to square plates with a range of centrally located rectangular perforation sizes and shapes, subjected to various in-plane loading conditions. Results are presented for both fully fixed and simply supported boundary conditions giving lowest buckling coefficients. The increase of buckling coefficient with the removal of material, which occurs in many cases, is explained.
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References
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Brown, C. J., and Yettram, A. L., “The Elastic Stability of Square Perforated Plates under Combinations of Bending, Shear and Direct Load,” Thin‐Walled Structures, Vol. 4, No. 3, 1986, pp. 239–246.
2.
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3.
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Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 113 • Issue 5 • May 1987
Pages: 1111 - 1116
Copyright
Copyright © 1987 ASCE.
History
Published online: May 1, 1987
Published in print: May 1987
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