2019
DOI: 10.1177/1464420719866222
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Vibration and stability analysis of functionally graded CNT-reinforced composite beams with variable thickness on elastic foundation

Abstract: The free vibration and buckling of functionally graded carbon nanotube reinforced composite beams with variable thickness resting on elastic foundations are investigated in the present paper. To account rotary inertia and transverse shear deformation effects, the Timoshenko beam theory is employed and governing equations are derived using Hamilton's principle. The obtained equations are solved using generalized differential quadrature method. Different carbon nanotube distributions through the thickness are co… Show more

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Cited by 18 publications
(14 citation statements)
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“…Consequently, to obtain the work due to the elastic foundation, the following given relation may be used 70 …”
Section: Derivation Of the Motion Equationsmentioning
confidence: 99%
“…Consequently, to obtain the work due to the elastic foundation, the following given relation may be used 70 …”
Section: Derivation Of the Motion Equationsmentioning
confidence: 99%
“…27,28 The effect of variable thickness on the vibration and stability behavior of CNT-reinforced structures was studied. 29 Due to its special mechanical properties, auxetic materials are designed as cores for structures subject to high impulse loads. Furthermore, the lightweight and high load capacity of the auxetic core construction is also an important advantage even for structures subjected to static loads.…”
Section: Introductionmentioning
confidence: 99%
“…Nonlinear free vibration and post-buckling of FG-CNTRC beams resting on nonlinear foundation were studied by Shafiei and Setoodeh [10]. Recently, Mohseni and Shakouri [11] investigated the free vibration and buckling of FG-CNTRC beams with variable thickness resting on elastic foundations.…”
Section: Introductionmentioning
confidence: 99%