Buckling analysis of rectangular plates with variable thickness resting on elastic foundation
Buckling of rectangular plates of variable thickness resting in elastic foundation is analysed using a quintic spline approximation technique. The thickness of the plate varies in the direction of one edge and the variations are assumed to be linear, exponential and sinusoidal. The plate is subjecte...
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my.utm.591742021-09-14T02:35:41Z http://eprints.utm.my/id/eprint/59174/ Buckling analysis of rectangular plates with variable thickness resting on elastic foundation Viswanathan, K. K. Navaneethakrishnan, P. V. Aziz, Z. A. QA Mathematics Buckling of rectangular plates of variable thickness resting in elastic foundation is analysed using a quintic spline approximation technique. The thickness of the plate varies in the direction of one edge and the variations are assumed to be linear, exponential and sinusoidal. The plate is subjected to in plane load of two opposite edges. The buckling load and the mode shapes of buckling are computed from the eigenvalue problem that arises. Detailed parametric studies are made with different boundary conditions and the results are presented through the diagram and discussed. 2015 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/59174/1/KKViswanathan2015_BucklingAnalysisofRectangularPlates.pdf Viswanathan, K. K. and Navaneethakrishnan, P. V. and Aziz, Z. A. (2015) Buckling analysis of rectangular plates with variable thickness resting on elastic foundation. In: 2nd International Conference on Geological, Geographical, Aerospace and Earth Sciences 2014, AeroEarth 2014, 11 October 2014 - 12 October 2014, Kuta, Bali, Indonesia. http://dx.doi.org/10.1088/1755-1315/23/1/012006 |
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Buckling of rectangular plates of variable thickness resting in elastic foundation is analysed using a quintic spline approximation technique. The thickness of the plate varies in the direction of one edge and the variations are assumed to be linear, exponential and sinusoidal. The plate is subjected to in plane load of two opposite edges. The buckling load and the mode shapes of buckling are computed from the eigenvalue problem that arises. Detailed parametric studies are made with different boundary conditions and the results are presented through the diagram and discussed. |
format |
Conference or Workshop Item |
author |
Viswanathan, K. K. Navaneethakrishnan, P. V. Aziz, Z. A. |
author_facet |
Viswanathan, K. K. Navaneethakrishnan, P. V. Aziz, Z. A. |
author_sort |
Viswanathan, K. K. |
title |
Buckling analysis of rectangular plates with variable thickness resting on elastic foundation |
title_short |
Buckling analysis of rectangular plates with variable thickness resting on elastic foundation |
title_full |
Buckling analysis of rectangular plates with variable thickness resting on elastic foundation |
title_fullStr |
Buckling analysis of rectangular plates with variable thickness resting on elastic foundation |
title_full_unstemmed |
Buckling analysis of rectangular plates with variable thickness resting on elastic foundation |
title_sort |
buckling analysis of rectangular plates with variable thickness resting on elastic foundation |
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2015 |
url |
http://eprints.utm.my/id/eprint/59174/1/KKViswanathan2015_BucklingAnalysisofRectangularPlates.pdf http://eprints.utm.my/id/eprint/59174/ http://dx.doi.org/10.1088/1755-1315/23/1/012006 |
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1712285050140098560 |
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13.211869 |