2012
DOI: 10.1016/j.apm.2011.12.035
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Size dependent buckling analysis of functionally graded micro beams based on modified couple stress theory

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Cited by 186 publications
(34 citation statements)
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“…In view of the difficulties in determining the material length scale parameters, Yang et al [7] proposed the modified couple stress theory in which only one length scale parameter is required. There have been a number of sizedependent models developed for FG beams based on the modified couple stress theory [8][9][10][11][12][13][14][15][16][17][18]. These size-dependent models adopted various beam theories such as EulerBernoulli beam theory (EBT) [8][9][10][11], Timoshenko beam theory (TBT) [9][10][12][13][14], and higher-order shear deformation beam theory (HBT) [10,[15][16][17][18].…”
Section: Introductionmentioning
confidence: 99%
“…In view of the difficulties in determining the material length scale parameters, Yang et al [7] proposed the modified couple stress theory in which only one length scale parameter is required. There have been a number of sizedependent models developed for FG beams based on the modified couple stress theory [8][9][10][11][12][13][14][15][16][17][18]. These size-dependent models adopted various beam theories such as EulerBernoulli beam theory (EBT) [8][9][10][11], Timoshenko beam theory (TBT) [9][10][12][13][14], and higher-order shear deformation beam theory (HBT) [10,[15][16][17][18].…”
Section: Introductionmentioning
confidence: 99%
“…The buckling analysis of functionally graded micro beams based on the MCST is presented in Nateghi et al [20]. The free vibration of a single-layered graphene sheet resting on an elastic matrix as a Pasternak foundation model explored by using the modified couple stress theory is presented by Bekir and Civalek [21].…”
Section: Introductionmentioning
confidence: 99%
“…Ansari et al [17][18][19] analyzed the size-dependent bending and thermal buckling and postbuckling of functionally graded Timoshenko microbeams based on a strain gradient elasticity theory. Nateghi et al [20] contributed to the field by examining the buckling response of functionally graded microbeams based on the modified couple stress theory. Akg€ oz and Civalek [21] investigated the buckling behavior of an axially forced microbeam employing both the modified couple stress and classical couple stress theories.…”
Section: Introductionmentioning
confidence: 99%