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C.T.F. Ross

Department of Mechanical and Manufacturing Engineering, The University of Portsmouth, United Kingdom

doi:10.4203/ccp.55.8.5

C.T.F. Ross, "Vibration of Thin Walled Domes under External Hydrostatic Pressure", in B.H.V. Topping, (Editor), "Advances in Computational Structural Mechanics", Civil-Comp Press, Edinburgh, UK, pp 147-153, 1998. doi:10.4203/ccp.55.8.5

Abstract

The paper describes a theoretical and an experimental investigation into the vibration of thin-walled prolate domes under external hydrostatic pressure. The domes varied in shape from a hemispherical shell to very prolate hemi-ellipsoidal shells and all were constructed in a thermosetting plastic, called solid urethane plastic.

The results showed that it was possible for the domes to buckle dynamically at pressures less than those to cause static buckling.

The theoretical analyses were based on the finite element method, for both the dome shell and the surrounding water.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 55 ADVANCES IN COMPUTATIONAL STRUCTURAL MECHANICS Edited by: B.H.V. Topping Paper VIII.5 Vibration of Thin Walled Domes under External Hydrostatic Pressure C.T.F. Ross Department of Mechanical and Manufacturing Engineering, The University of Portsmouth, United Kingdom doi:10.4203/ccp.55.8.5 purchase the full-text of this paper Full Bibliographic Reference for this paper C.T.F. Ross, "Vibration of Thin Walled Domes under External Hydrostatic Pressure", in B.H.V. Topping, (Editor), "Advances in Computational Structural Mechanics", Civil-Comp Press, Edinburgh, UK, pp 147-153, 1998. doi:10.4203/ccp.55.8.5 Abstract The paper describes a theoretical and an experimental investigation into the vibration of thin-walled prolate domes under external hydrostatic pressure. The domes varied in shape from a hemispherical shell to very prolate hemi-ellipsoidal shells and all were constructed in a thermosetting plastic, called solid urethane plastic. The results showed that it was possible for the domes to buckle dynamically at pressures less than those to cause static buckling. The theoretical analyses were based on the finite element method, for both the dome shell and the surrounding water. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £95 +P&P)
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