1983
DOI: 10.1016/0022-460x(83)90511-4
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On the shear coefficient in Timoshenko's beam theory

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Cited by 67 publications
(30 citation statements)
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“…According to this table the values of shear correction factor is not dependent on the thickness of MLGNRs for the first frequency as the behavior has been reported in [73] while it is the other way round for the shear correction factor of the second frequency. Furthermore, the results tabulated in Table 4 are close to the values of shear correction factor for micro-beams reported in the literature [74][75][76]. This indicates that one can use the results of shear correction factor of micro-beams with good precision for nano-beams.…”
Section: Number Of Layerssupporting
confidence: 85%
“…According to this table the values of shear correction factor is not dependent on the thickness of MLGNRs for the first frequency as the behavior has been reported in [73] while it is the other way round for the shear correction factor of the second frequency. Furthermore, the results tabulated in Table 4 are close to the values of shear correction factor for micro-beams reported in the literature [74][75][76]. This indicates that one can use the results of shear correction factor of micro-beams with good precision for nano-beams.…”
Section: Number Of Layerssupporting
confidence: 85%
“…where I I y ¼ R A z 2 dA, E is Young's modulus, n is Poisson's ratio, and K s is the Timoshenko shear coefficient, which is introduced as a correction factor to account for the non-uniformity of the shear strain over the beam cross-section (e.g., Kaneko, 1975;Stephen and Levinson, 1979;Jensen, 1983;Wang, 1995;Hutchinson, 2001). Note that in reaching Eqs.…”
Section: Article In Pressmentioning
confidence: 99%
“…Reviews on the shear correction factor including different approaches can be found in Refs. [62][63][64][65][66][67][68]. In all these references, the effect of the approach on the first few frequencies are very low.…”
Section: Shear Correction Factormentioning
confidence: 99%
“…In these references, elastostatic approach is used. There is also elastodynamic approach which is based on the free vibration data of the structure [61,62,66]. Reviews on the shear correction factor including different approaches can be found in Refs.…”
Section: Shear Correction Factormentioning
confidence: 99%