| Autor: |
Tatsiy, R. M., Ushak, T. I. |
| Předmět: |
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| Zdroj: |
Proceedings of Odessa Polytechnic University / Odes'kyi Politechnichnyi Universytet Pratsi; 2015, Vol. 46 Issue 2, p36-45, 10p |
| Abstrakt: |
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 methods is based on these differential equations' coefficients approximation with generalized functions. Authors present a comparative study which demonstrates the elaborated method efficiency when applied to stability problems. Principally new results not considered earlier with the special sources are obtained. [ABSTRACT FROM AUTHOR] |
| Databáze: |
Complementary Index |
| Externí odkaz: |
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