2010
DOI: 10.1016/j.enganabound.2010.07.003
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Post-buckling analysis of viscoelastic plates with fractional derivative models

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Cited by 26 publications
(12 citation statements)
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“…Recently, many researchers have shown that differential viscoelastic models with fractional derivatives are in better agreement with the experimental results than the integer derivative models [37][38][39]. The BEM for linear and nonlinear viscoelastic plate problems has been employed by few researchers using the correspondence principle [49] or by direct integration of the equations of motion using the AEM [18,50]. Such restrictions have been derived by Bagley and Torvic [40].…”
Section: Viscoelastic Plates 441 Viscoelastic Platesmentioning
confidence: 99%
“…Recently, many researchers have shown that differential viscoelastic models with fractional derivatives are in better agreement with the experimental results than the integer derivative models [37][38][39]. The BEM for linear and nonlinear viscoelastic plate problems has been employed by few researchers using the correspondence principle [49] or by direct integration of the equations of motion using the AEM [18,50]. Such restrictions have been derived by Bagley and Torvic [40].…”
Section: Viscoelastic Plates 441 Viscoelastic Platesmentioning
confidence: 99%
“…Due to nonlinear kinematic relations based on the von Kármán assumption, the post-buckling response of thin plates made of linear viscoelastic materials was investigated by Katsikadelis and Babouskos [20]. The overall behavior of the unidirectional composite was obtained from a three-dimensional micromechanical model, in any combination of normal and shear loading conditions, based on the assumptions of Simplified Unit Cell Method.…”
Section: Introductionmentioning
confidence: 99%
“…However there seems no any direct report relevant to its exploration on the viscoelastic problem that relates to many engineering issues [10][11][12][13][14][15][16][17]. As matter of a fact, there is a pool containing a number of spatially discretized algorithms employed for the viscoelastic analysis, such as Finite Element Method (FEM) [18][19][20][21][22][23], Boundary Element Method (BEM) [24][25][26] and Element-Free Galerkin Method (EFGM) [27][28][29], but not yet popularly used with Scaled Boundary Method. This paper attempts to develop a SBM based numerical algorithm that may be particularly beneficial to solve viscoelastic problems with unbounded domains or singularity.…”
Section: Introductionmentioning
confidence: 99%