doctoral candidate
Rostov na donu, Rostov-on-Don, Russian Federation
The article proposes a technique for calculating the side buckling of beams of variable rectangular section based on the energy method. This method is considered on the example of a two-section cantilever beam of variable width under the action of a concentrated force. The twist angle function was set in the form of a trigonometric series. As a result, the problem is reduced to a generalized eigenvalue problem.
timber beam, stability, variable stiffness, lateral buckling, eigenvalue problem
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