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.

Creator(s): Dean, Thomas S.
Creation Date: 1949  
Partner(s):
UNT Libraries
Collection(s):
UNT Theses and Dissertations
Usage:
Total Uses: 39
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Creator (Author):
Publisher Info:
Place of Publication: Denton, Texas
Date(s):
  • Creation: 1949
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.

Degree:
Level: Master's
Discipline: Mathematics
Physical Description:

iv, 15 leaves : ill.

Language(s):
Subject(s):
Keyword(s): theory of elasticity | mathematics | compression
Contributor(s):
Partner:
UNT Libraries
Collection:
UNT Theses and Dissertations
Identifier:
  • CALL-NO: 379 N81 no.1325
  • LOCAL-CONT-NO: n_01325
  • UNTCAT: b2475285 |
  • ARK: ark:/67531/metadc83479
Resource Type: Thesis or Dissertation
Format: Text
Rights:
Access: Public
License: Copyright
Statement: Copyright is held by the author, unless otherwise noted. All rights reserved.
Holder: Dean, Thomas S.