2018
DOI: 10.1016/j.compstruct.2017.09.070
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A simple first-order shear deformation shell theory for vibration analysis of composite laminated open cylindrical shells with general boundary conditions

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Cited by 122 publications
(27 citation statements)
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“…Each column of the eigenvector matrix is the set of coefficients for the corresponding modes. By substituting the solution from (23) into (18), the corresponding mode shapes can be retrieved accordingly.…”
Section: Admissible Displacement Functions and Deriving Solutionsmentioning
confidence: 99%
See 1 more Smart Citation
“…Each column of the eigenvector matrix is the set of coefficients for the corresponding modes. By substituting the solution from (23) into (18), the corresponding mode shapes can be retrieved accordingly.…”
Section: Admissible Displacement Functions and Deriving Solutionsmentioning
confidence: 99%
“…As one important alternative, the managerial theory-based FSDT were developed, which abandons the hypothesis in CSDT that the transverse normal is still perpendicular to the mid-surface after structural deformation, thus overcoming the defect that the neglect of transverse shear deformation in CSDT [17]. In light of the increasing options of admissible displacement function, the FSDT have been widely used in modeling and analysis of medium thick plates, laminated plates, and moderately thick shells [18][19][20]. Moreover, to further enhance the analysis precision, HSDT were developed, in which the transverse normal is no longer perpendicular to the middle after deformation [21,22].…”
Section: Introductionmentioning
confidence: 99%
“…and ρ(z) is the mass density, and the mass moments of inertia I i (i = 0, 1, 2) are defined as [30,33]:…”
Section: Governing Equationsmentioning
confidence: 99%
“…Mindlin plate with arbitrary elastic point edge supports is shown in Figure 1. The boundary conditions are presented by three kinds of restraining springs [29][30][31][32][33][34], namely, translational, rotational, and torsional springs. Springs are evenly arranged on each edge of Mindlin plate.…”
Section: Point-supported Edge Conditions the Rectangularmentioning
confidence: 99%