A method for the closed-form evaluation
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E.G. Anastasselou; D.E. Panayotounakos
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Article
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1985
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Elsevier Science
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English
โ 340 KB
## The calculation of critical buckling loads of planar curved bars, subjected to a general co-planar continuous external load (or a general co-planar terminal loading), leads to the solution of transcendental (nonlinear) equations. In this investigation a new method for the closed-form solution of