2017
DOI: 10.1007/s00542-017-3682-4
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Free and forced vibration analysis of viscoelastic damped FG-CNT reinforced micro composite beams

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Cited by 30 publications
(8 citation statements)
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“…For free vibration analysis, using GDQM, the set of governing equations (19) and boundary conditions (20) and (21) can be converted to an eigenvalue equation and natural frequencies can be obtained. Also, for forced vibration analysis, using GDQM and Newmark beta method [37], the set of governing equations (15) and boundary conditions (16) and (17) can be solved numerically.…”
Section: Governing Equationsmentioning
confidence: 99%
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“…For free vibration analysis, using GDQM, the set of governing equations (19) and boundary conditions (20) and (21) can be converted to an eigenvalue equation and natural frequencies can be obtained. Also, for forced vibration analysis, using GDQM and Newmark beta method [37], the set of governing equations (15) and boundary conditions (16) and (17) can be solved numerically.…”
Section: Governing Equationsmentioning
confidence: 99%
“…They investigated influences of volume fraction of carbon nanotubes, edge-to-radius ratio and rotation speed on the natural frequencies. Mohammadimehr et al [17] presented an exact solution for free and forced vibration analyses of simply supported viscoelastic FG-CNT-reinforced micro composite beams. They studied the effect of distribution and volume fraction of CNTs and viscoelastic effect on the natural frequencies and dynamic response.…”
Section: Introductionmentioning
confidence: 99%
“…2 shows, four standard patterns of distribution of CNTs are considered including UD, FG-V, FG-O and FG-X. For these types of distribution, volume fraction of CNTs is given as [35] where h is thickness of the plate and V *…”
Section: Governing Equationsmentioning
confidence: 99%
“…Shen was the first investigator to analyze the particular characteristics and behavior of the FG-CNTRC structures at different scales [ 45 ]. Following this landmark research, many studies on the forced vibration of FG-CNTRC beams [ 46 , 47 ] and plates [ 48 ] were carried out. The free vibration of FG-CNTRC plate were examined by Huu Quoc et al [ 49 ] with a new refined plate theory.…”
Section: Introductionmentioning
confidence: 99%