Previously, a set of 9 exact differential equations was derived for the inextensional deformation of a plate bounded by two straight edges and two arbitrary curves. One straight edge is built-in. The other moves rigidly and is subject to a force and couple. The curved edges are stress-free. If the plate twists as it deforms, then, as shown herein, the 9 equations may be replaced by 7. The equations are written in a dimensionless form allowing a ready comparison with Mansfield’s theory that assumes small but finite angles of rotation. If the end load is a couple only, then an independent set of 5 equations emerges. These reduce to 4 for a quadrilateral plate. A numerical example compares the prediction of the exact equations against those of Mansfield. For triangular plates under tip forces only, an alternate, better conditioned, set of 9 differential equations is derived, and the behavior of the solutions near the tip is analyzed.
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December 1979
Research Papers
Alternate Exact Equations for the Inextensional Deformation of Arbitrary, Quadrilateral, and Triangular Plates
J. G. Simmonds,
J. G. Simmonds
Department of Applied Mathematics and Computer Science, University of Virginia, Charlottesville, Va. 22901
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A. Libai
A. Libai
Department of Aeronautical Engineering, The Technion, Israel Institute of Technology, Haifa, Israel
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J. G. Simmonds
Department of Applied Mathematics and Computer Science, University of Virginia, Charlottesville, Va. 22901
A. Libai
Department of Aeronautical Engineering, The Technion, Israel Institute of Technology, Haifa, Israel
J. Appl. Mech. Dec 1979, 46(4): 895-900 (6 pages)
Published Online: December 1, 1979
Article history
Received:
January 1, 1979
Revised:
May 1, 1979
Online:
July 12, 2010
Citation
Simmonds, J. G., and Libai, A. (December 1, 1979). "Alternate Exact Equations for the Inextensional Deformation of Arbitrary, Quadrilateral, and Triangular Plates." ASME. J. Appl. Mech. December 1979; 46(4): 895–900. https://doi.org/10.1115/1.3424674
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