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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| Format: | Others |
| Language: | English |
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North Texas State Teachers College
1949
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| Online Access: | https://digital.library.unt.edu/ark:/67531/metadc83479/ |