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Nonlinear and buckling analysis in planar curved bars

โœ Scribed by D.E. Panayotounakos; P.S. Theocaris


Publisher
Elsevier Science
Year
1981
Tongue
English
Weight
944 KB
Volume
17
Category
Article
ISSN
0020-7683

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๐Ÿ“œ SIMILAR VOLUMES


A method for the closed-form evaluation
โœ E.G. Anastasselou; D.E. Panayotounakos ๐Ÿ“‚ Article ๐Ÿ“… 1985 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 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

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In this paper an analytical procedure for the nonlinear elastic analysis of a cantilever planar curved beam, subjected to a concentrated co-planar force at its free end, is presented. According to this method the nonlinear differential equations describing the equilibrium of the deformed beam are de