Discretization method used to resolve the rectangular plates’ stability problem, case of singular elastic foundation
The authors propose a new approximate method for solving the rectangular plates’ stability with a singular elastic base problem. The problem of critical forces’ determination is reduced to solving a set of differential equations with singular coefficients in the form of delta functions. Proposed met...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
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Odessa National Polytechnic University
2015-06-01
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| Series: | Trudy Odesskogo Politehničeskogo Universiteta |
| Subjects: | |
| Online Access: | http://pratsi.opu.ua/articles/show/1622 |