2017
DOI: 10.1016/j.compositesb.2017.07.024
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Effects of thermal and shear deformation on vibration response of functionally graded thick composite microbeams

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Cited by 153 publications
(40 citation statements)
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“…In this comparison, the elastic modulus and density of the beam is variable through the beam length and the geometrical dimensions and material properties are L=1 normalm, b=0.05 normalm, h=0.02 normalm, E0=210 normalGnormalpnormala, ρ0=7,850 normalknormalg/m3, and ν=0.3. The comparison of non‐dimensional free vibration frequency parameters between present model and previous results is presented in Table and a good agreement is observed between them. As seen from Table , convergence to desired order of accuracy is achieved by taking N = 12.…”
Section: Resultssupporting
confidence: 54%
See 1 more Smart Citation
“…In this comparison, the elastic modulus and density of the beam is variable through the beam length and the geometrical dimensions and material properties are L=1 normalm, b=0.05 normalm, h=0.02 normalm, E0=210 normalGnormalpnormala, ρ0=7,850 normalknormalg/m3, and ν=0.3. The comparison of non‐dimensional free vibration frequency parameters between present model and previous results is presented in Table and a good agreement is observed between them. As seen from Table , convergence to desired order of accuracy is achieved by taking N = 12.…”
Section: Resultssupporting
confidence: 54%
“…As previously mentioned, there is no work reported on the low velocity impact analysis of AFG CNT‐reinforced cantilever beam. For this reason, at first the comparison between the non‐dimensional free vibration frequency parameters of an AFG cantilever beam with available data are carried out to validate the mass and stiffness matrices of the Ritz method (Appendix). In this comparison, the elastic modulus and density of the beam is variable through the beam length and the geometrical dimensions and material properties are L=1 normalm, b=0.05 normalm, h=0.02 normalm, E0=210 normalGnormalpnormala, ρ0=7,850 normalknormalg/m3, and ν=0.3.…”
Section: Resultsmentioning
confidence: 99%
“…Detailed formulation of discrete singular convolution and detail of application of this method to some solid and fluid mechanical problems are given by Wei . Vibration analysis of some mechanical components such as rods, plates, shells and beams are studied by discrete singular convolution . The method of discrete singular convolution (DSC) is an effective and simple approach for the numerical verification of singular convolutions, which occur commonly in mathematical physics and engineering .…”
Section: Discrete Singular Convolution (Dsc)mentioning
confidence: 99%
“…[56][57][58][59][60] Vibration analysis of some mechanical components such as rods, plates, shells and beams are studied by discrete singular convolution. [61][62][63][64][65][66][67][68][69][70][71][72][73][74] The method of discrete singular convolution (DSC) is an effective and simple approach for the numerical verification of singular convolutions, which occur commonly in mathematical physics and engineering. [75][76][77][78][79] The discrete singular convolution method has been extensively used in scientific computations in past 10 years.…”
Section: Discrete Singular Convolution (Dsc)mentioning
confidence: 99%
“…using MCST for Euler‐Bernoulli beam model, concerned the micro‐size effect which are laminated composite beams surrounded by hygrothermal environments. Akgöz and Civalek carried out vibration response of shear deformation and thermal of functionally graded (FG) thick composite microbeams. They used the MCST in FG micro size beams to show the influence of small scale parameter rise on the natural frequencies.…”
Section: Introductionmentioning
confidence: 99%