A theoretical solution is given for the linearized buckling problem of an orthotropic toroidal shell with an elliptical cross-section under external pressure loading. The solution is based on the Sanders-Budiansky shell theory, and makes use of the harmonic differential quadrature method. Theory developed earlier for the buckling of orthotropic shells of revolution, and the vibration of orthotropic elliptical toroidal shells, is incorporated in the present work. Numerical results obtained from the solution are compared with results given in the literature, and good correspondence is generally observed. A parametric study is then conducted, covering a wide range of material and geometric parameters. Regression formulas are derived, indicating the variation of the buckling pressure with the degree of orthotropy of the material. Overall, the study introduces a new tool for the buckling analysis of elliptical toroidal shells, and extends the information available for orthotropic toroidal shells.
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ASME 2009 Pressure Vessels and Piping Conference
July 26–30, 2009
Prague, Czech Republic
Conference Sponsors:
- Pressure Vessels and Piping
ISBN:
978-0-7918-4366-6
PROCEEDINGS PAPER
Buckling Analysis of an Orthotropic Elliptical Toroidal Shell
D. Redekop
D. Redekop
University of Ottawa, Ottawa, ON, Canada
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D. Redekop
University of Ottawa, Ottawa, ON, Canada
Paper No:
PVP2009-77524, pp. 33-40; 8 pages
Published Online:
July 9, 2010
Citation
Redekop, D. "Buckling Analysis of an Orthotropic Elliptical Toroidal Shell." Proceedings of the ASME 2009 Pressure Vessels and Piping Conference. Volume 3: Design and Analysis. Prague, Czech Republic. July 26–30, 2009. pp. 33-40. ASME. https://doi.org/10.1115/PVP2009-77524
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