2013
DOI: 10.1177/0021998313482156
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Nonlinear free and forced vibrations of anti-symmetric angle-ply hybrid laminated rectangular plates

Abstract: In this article, the nonlinear equations of motion for anti-symmetric angle-ply composite rectangular plates have been derived using the first-order shear deformation theory, including shear deformation and rotary inertia. By using the Galerkin method, five coupled nonlinear partial differential equations of motion are reduced to a nonlinear ordinary differential equation. Then, the multiple time scales method is used to solve the obtained equation and to derive an analytical relation for the nonlinear frequen… Show more

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Cited by 9 publications
(2 citation statements)
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“…In addition to these linear vibration analyses, it is seen that the nonlinear free and forced vibration behavior of these structures are also examined. These equations can be solved by the use of a numerical procedure such as the Galerkin method or multiple time scale methods (Shooshtari and Razavi, 2010, 2014). Furthermore, the vibration characteristics of FML structures, Young's modulus and damping ratio should also be determined.…”
Section: Introductionmentioning
confidence: 99%
“…In addition to these linear vibration analyses, it is seen that the nonlinear free and forced vibration behavior of these structures are also examined. These equations can be solved by the use of a numerical procedure such as the Galerkin method or multiple time scale methods (Shooshtari and Razavi, 2010, 2014). Furthermore, the vibration characteristics of FML structures, Young's modulus and damping ratio should also be determined.…”
Section: Introductionmentioning
confidence: 99%
“…Although there are many studies about nonlinear response of composite structures (Asadi et al, 2015;Du et al, 2014;Ma et al, 2015;Mitra et al, 2013;Shooshtari and Razavi, 2014b;Zhang and Zhao, 2012), there is not any study dealing with the forced vibration of shear deformable MEE plates. This article intends to discuss this subject.…”
Section: Introductionmentioning
confidence: 99%