2012
DOI: 10.1007/s40032-012-0041-1
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Nonlocal Finite Element Analysis of CNTs with Timoshenko Beam Theory and Thermal Environment

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Cited by 5 publications
(7 citation statements)
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“…35 In the present discussion, buckling and vibration results are investigated considering the material and geometric properties of carbon nanotubes as mentioned by Reddy and Pang. 36 The Young's modulus E , mass density and Poisson's ratio are assumed to be 1.0 TPa, 2300 Kg/m 3 .…”
Section: Resultsmentioning
confidence: 99%
“…35 In the present discussion, buckling and vibration results are investigated considering the material and geometric properties of carbon nanotubes as mentioned by Reddy and Pang. 36 The Young's modulus E , mass density and Poisson's ratio are assumed to be 1.0 TPa, 2300 Kg/m 3 .…”
Section: Resultsmentioning
confidence: 99%
“…The following relations are given for the transverse motion of bending finite elements without transverse shear displacement wbgoodbreak=ϕbolddbold,0.75emwbxgoodbreak=Dkwbgoodbreak=boldBd where d is the transverse displacement vector, Dk is the kinematic operator, and ϕ is the shape function of finite element. For the finite element analyses of the Timoshenko beams, shape functions including the shear effect are used in the scientific literature 84,85,102 . However, since the equation of motion is derived only in terms of transverse bending displacement, the shape functions of the EBBT 95 can be employed for the Timoshenko beam model examined: {}ϕgoodbreak=ϕ1ϕ2ϕ3ϕ4Tgoodbreak=13ξ2+2ξ3leξ2ξ2+ξ33ξ22ξ3leξ2+ξ3T,0.75embolddgoodbreak=w1w2w3w4T where ξ=x/le is the nondimensional longitudinal coordinate.…”
Section: Size–dependent Finite Element Solutionmentioning
confidence: 99%
“…For the finite element analyses of the Timoshenko beams, shape functions including the shear effect are used in the scientific literature. 84,85,102 However, since the equation of motion is derived only in terms of transverse bending displacement, the shape functions of the EBBT 95 can be employed for the Timoshenko beam model examined:…”
Section: Size-dependent Finite Element Solutionmentioning
confidence: 99%
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