The Buckling of a Uniformly Compressed Plate with Intermediate Supports
This problem has been selected from the mathematical theory of elasticity. We consider a rectangular plate of thickness h, length a, and width b. The plate is subjected to compressive forces. These forces act in the neutral plane and give the plate a tendency to buckle. However, this problem differs...
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North Texas State Teachers College
1949
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ndltd-unt.edu-info-ark-67531-metadc834792017-03-17T08:39:37Z The Buckling of a Uniformly Compressed Plate with Intermediate Supports Dean, Thomas S. theory of elasticity mathematics compression Plates (Engineering) Elastic plates and shells. Mathematical physics. This problem has been selected from the mathematical theory of elasticity. We consider a rectangular plate of thickness h, length a, and width b. The plate is subjected to compressive forces. These forces act in the neutral plane and give the plate a tendency to buckle. However, this problem differs from other plate problems in that it is assumed that there are two intermediate supports located on the edges of the plate parallel to the compressive forces. North Texas State Teachers College Maple, Clair G. Hanson, E. H. 1949 Thesis or Dissertation iv, 15 leaves : ill. Text call-no: 379 N81 no.1325 local-cont-no: n_01325 untcat: b2475285 https://digital.library.unt.edu/ark:/67531/metadc83479/ ark: ark:/67531/metadc83479 English Public Copyright Copyright is held by the author, unless otherwise noted. All rights reserved. Dean, Thomas S. |
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English |
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Others
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theory of elasticity mathematics compression Plates (Engineering) Elastic plates and shells. Mathematical physics. |
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theory of elasticity mathematics compression Plates (Engineering) Elastic plates and shells. Mathematical physics. Dean, Thomas S. The Buckling of a Uniformly Compressed Plate with Intermediate Supports |
description |
This problem has been selected from the mathematical theory of elasticity. We consider a rectangular plate of thickness h, length a, and width b. The plate is subjected to compressive forces. These forces act in the neutral plane and give the plate a tendency to buckle. However, this problem differs from other plate problems in that it is assumed that there are two intermediate supports located on the edges of the plate parallel to the compressive forces. |
author2 |
Maple, Clair G. |
author_facet |
Maple, Clair G. Dean, Thomas S. |
author |
Dean, Thomas S. |
author_sort |
Dean, Thomas S. |
title |
The Buckling of a Uniformly Compressed Plate with Intermediate Supports |
title_short |
The Buckling of a Uniformly Compressed Plate with Intermediate Supports |
title_full |
The Buckling of a Uniformly Compressed Plate with Intermediate Supports |
title_fullStr |
The Buckling of a Uniformly Compressed Plate with Intermediate Supports |
title_full_unstemmed |
The Buckling of a Uniformly Compressed Plate with Intermediate Supports |
title_sort |
buckling of a uniformly compressed plate with intermediate supports |
publisher |
North Texas State Teachers College |
publishDate |
1949 |
url |
https://digital.library.unt.edu/ark:/67531/metadc83479/ |
work_keys_str_mv |
AT deanthomass thebucklingofauniformlycompressedplatewithintermediatesupports AT deanthomass bucklingofauniformlycompressedplatewithintermediatesupports |
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1718430791832174592 |