Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach

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Static and frequency optimization of folded laminated composite plates using an adjusted Differential Evolution algorithm and a smoothed triangular plate element (2015, methodology): “It is worth noting that apart from conventional Finite Element Method, there are also various methods for calculating behavior of laminated composite plates such as Non-Uniform Rational Bsplines (NURBS) [44,45], alternative alpha finite element method [46], NURBS-based finite element method [47], et”
Isogeometric analysis of laminated composite and sandwich plates using a new inverse trigonometric shear deformation theory (2014, methodology): “It is clear that the difference between results of using FSDT model and HSDT model is very 23 M AN US CR IP T AC CE PT ED Table 8: A non-dimensional frequency parameter ϖ = ( ωa2/h ) (ρ/E2)1/2 of a [00/900/900/00] simply supported laminated square plate (a/h=5) Method E1/E2 10 20 30 40 RBFs-FSDT[59]”
Isogeometric analysis: An overview and computer implementation aspects (2012, methodology): “NURBS provide advantageous properties for structural vibration problems [38, 39, 40, 41] where k-refinement (unique to IGA) has been shown to provide more robust and accurate frequency spectra than typical higher-order FE p-methods.”