2015
DOI: 10.1016/j.ijmecsci.2015.03.003
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Vibration analysis of cracked FGM plates using higher-order shear deformation theory and extended isogeometric approach

Abstract: Vibration analysis of cracked FGM plates using higher-order shear deformation theory and extended isogeometric approach, International Journal of Mechanical Sciences, http://dx.doi.org/10.1016/j.ijmecsci. 2015.03.003 This is a PDF file of an unedited manuscript that has been accepted for publication. As a service to our customers we are providing this early version of the manuscript. The manuscript will undergo copyediting, typesetting, and review of the resulting galley proof before it is published in its … Show more

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Cited by 91 publications
(16 citation statements)
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“…where T K is called tangent stiffness matrix is defined as (43) in which the matrix NL K is strongly dependent on displacement…”
Section: Nonlinear Bending Analysismentioning
confidence: 99%
See 1 more Smart Citation
“…where T K is called tangent stiffness matrix is defined as (43) in which the matrix NL K is strongly dependent on displacement…”
Section: Nonlinear Bending Analysismentioning
confidence: 99%
“…Tran et al. [29,30,42] studied the static bending, buckling load and also natural frequency of intact FGM plates and cracked ones [43] based on HSDT and then extended their previous work for thermal buckling analysis with various types of temperature distribution [44].…”
mentioning
confidence: 99%
“…Majority of the available researches have evaluated these effects for homogeneous or orthotropic composite structures. Some interesting works on FGM plates with discontinuities may be found in [Fantuzzi et al (2016);Tran et al (2015); Huang et al (2011);Bhardwaj et al (2015a, b)]. Kubair and Banu-Chandar [2008] investigated effects of the material heterogeneity on the stress concentration factor (SCF) due to presence of a circular hole in an FGM panel, using multiple isoparametric FE formulations.…”
Section: Introductionmentioning
confidence: 99%
“…It is apparent that, apart from those analytical methods which are limited to only certain problems, numerical methods provide the best solution to the above problem; it can be approximated by using the traditional discretization techniques, for example the finite element method [34][35][36] and the finite difference method [37]. Meanwhile, the more recently proposed approximation technique, the element-free or mesh-free method, has become a powerful numerical tool for approximating solutions for many boundary value problems.…”
Section: Introductionmentioning
confidence: 99%