Axial-flexural coupled vibration and buckling of composite beams using sinusoidal shear deformation theory

Vo, Thuc, Thai, Huu-Tai and Inam, Fawad (2013) Axial-flexural coupled vibration and buckling of composite beams using sinusoidal shear deformation theory. Archive of Applied Mechanics, 83 (4). pp. 605-622. ISSN 0939-1533

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Official URL: http://dx.doi.org/10.1007/s00419-012-0707-4

Abstract

A finite element model based on sinusoidal shear deformation theory is developed to study vibration and buckling analysis of composite beams with arbitrary lay-ups. This theory satisfies the zero traction boundary conditions on the top and bottom surfaces of beam without using shear correction factors. Besides, it has strong similarity with Euler–Bernoulli beam theory in some aspects such as governing equations, boundary conditions, and stress resultant expressions. By using Hamilton’s principle, governing equations of motion are derived. A displacement-based one-dimensional finite element model is developed to solve the problem. Numerical results for cross-ply and angle-ply composite beams are obtained as special cases and are compared with other solutions available in the literature. A variety of parametric studies are conducted to demonstrate the effect of fiber orientation and modulus ratio on the natural frequencies, critical buckling loads, and load-frequency curves as well as corresponding mode shapes of composite beams.

Item Type: Article
Additional Information: The final publication is available at link.springer.com.
Uncontrolled Keywords: Composite beams, sinusoidal shear deformation theory, triply axial-flexural coupled, load–frequency curve
Subjects: H200 Civil Engineering
H300 Mechanical Engineering
H400 Aerospace Engineering
Department: Faculties > Engineering and Environment > Mechanical and Construction Engineering
Depositing User: Thuc Vo
Date Deposited: 04 Sep 2013 10:58
Last Modified: 08 May 2017 20:07
URI: http://nrl.northumbria.ac.uk/id/eprint/13392

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