An Investigation on the Nonlinear Free Vibration Analysis of Beams with Simply Supported Boundary Conditions Using Four Engineering Theories. (22nd December 2011)

• Record Type: Journal Article
• Authors: Jafari-Talookolaei, R. A.; Kargarnovin, M. H.; Ahmadian, M. T.; Abedi, M.
• Other Names: Conca C. Academic Editor.
• Is Part Of: Journal of applied mathematics. Volume 2011(2011)
• Publication Date: 2011-12-22
• Subjects: Mathematics -- Periodicals; 519.05
• DOI: 10.1155/2011/842805
• Languages: English
• ISSNs: 1110-757X

Abstract

Abstract : The objective of this study is to present a brief survey on the geometrically nonlinear free vibrations of the Bernoulli-Euler, the Rayleigh, shear, and the Timoshenko beams with simple end conditions using the Homotopy Analysis Method (HAM). Expressions for the natural frequencies, the transverse deflection, postbuckling load-deflection relation to, and critical buckling load are presented. The results of nonlinear analysis are validated with the published results, and excellent agreement is observed. The effects of some parameters, such as slender ratio, the rotary inertia, and the shear deformation, are examined as other parameters are fixed.