2012
DOI: 10.1016/j.compositesb.2012.01.067
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Mechanical buckling of nanocomposite rectangular plate reinforced by aligned and straight single-walled carbon nanotubes

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Cited by 152 publications
(36 citation statements)
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“…(36) into Eqs. (31)- (34) and collecting the terms of the same order of ε, a set of perturbation equations is obtained.…”
Section: Solutions For the Nonlinear Bending Problemmentioning
confidence: 99%
See 1 more Smart Citation
“…(36) into Eqs. (31)- (34) and collecting the terms of the same order of ε, a set of perturbation equations is obtained.…”
Section: Solutions For the Nonlinear Bending Problemmentioning
confidence: 99%
“…Heydari et al [33] studied the nonlinear bending behavior of a FG-CNTRC Mindlin plate resting on an orthotropic elastomeric medium using a generalized differential quadrature method. On the other hand, Mehrabadi et al [34] studied the linear buckling of FG-CNTRC plate subjected to uniaxial and/or biaxial edge loads by using the variational approach based on the first order shear deformation theory. Moreover, some investigations regarding bending and buckling of sandwich plates containing FG-CNTRC layers were presented in [35][36][37].…”
Section: Introductionmentioning
confidence: 99%
“…The volume fraction of the component is then specified to vary by some functional dependence, for example linear [5,29], power law [30,6,3], Flory-Rehner equation [31]. Sometimes, CNT properties are scaled in order to better match experimentally noticed behaviour, [5,19,29].…”
Section: Introductionmentioning
confidence: 99%
“…They found that the non-dimensional buckling load parameter increases with an increase in the volume fraction of CNTs and the width-to-thickness ratio of the plate. Jafari Mehrabadi et al [21] developed the analytical solution for the critical buckling load of polymeric nanocomposite rectangular plate reinforced by single-walled carbon nanotubes (SWCNTs) based on the FSDT. They used the EMR and E-M-T approaches for assessment of equivalent composite material properties and concluded that the critical uniaxial and biaxial buckling load increase with increasing CNT volume fraction.…”
Section: Introductionmentioning
confidence: 99%