The Buckling of a Uniformly Compressed Plate with Intermediate Supports

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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.

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iv, 15 leaves : ill.

Creation Information

Dean, Thomas S. 1949.

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This thesis is part of the collection entitled: UNT Theses and Dissertations and was provided by UNT Libraries to Digital Library, a digital repository hosted by the UNT Libraries. It has been viewed 77 times . More information about this thesis can be viewed below.

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  • Dean, Thomas S.

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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.

Physical Description

iv, 15 leaves : ill.

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UNT Theses and Dissertations

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  • 1949

Added to The UNT Digital Library

  • April 23, 2012, 10:13 p.m.

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  • Oct. 16, 2013, 8:42 a.m.

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Citations, Rights, Re-Use

Dean, Thomas S. The Buckling of a Uniformly Compressed Plate with Intermediate Supports, thesis, 1949; Denton, Texas. (digital.library.unt.edu/ark:/67531/metadc83479/: accessed August 20, 2017), University of North Texas Libraries, Digital Library, digital.library.unt.edu; .