Free vibration of laminated composite and sandwich plates using global–local higher-order theory

By W. Zhen, Chen Wanji. 2006

151 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/d932ba9aa764efd581798c0dde19d0529bcd9940

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In Civil and Structural Engineering

In Control and Systems Engineering

In Mechanics of Materials

Citations in the corpus

Isogeometric analysis of laminated composite and sandwich plates using a layerwise deformation theory (2013, unknown): “8379 Zhen and Wanji [48] 9.”
On the free vibration analysis of laminated composite and sandwich plates: A review of recent literature with some numerical results (2015, methodology): “Zhen and Wanji [166] 13.”
Static, free vibration, and buckling analysis of laminated composite Reissner–Mindlin plates using NURBS‐based isogeometric approach (2012, methodology): “[13] based on the FSDT and global–local higher-order theory used by Zhen and Wanji [30], as well as RBFs and wavelet functions given by Ferreira et al.”
Analysis of laminated composite plates using wavelet finite element method and higher-order plate theory (2015, result): “1053 Wanji [60] 2.”
A generalized global-local high-order theory for bending and vibration analyses of sandwich plates subjected to thermo-mechanical loads (2010, methodology): “Based on the global–local higher-order theory of Li and Liu [59], Zhen and Wanji [60] studied the free vibration of the laminated composite and sandwich plates, employing a refined element satisfying C(1) weak-continuity conditions.”
Isogeometric analysis of laminated composite and sandwich plates using a new inverse trigonometric shear deformation theory (2014, background): “The obtained results are compared with those of Zhen and Wanji [61] based on a global-local higher-order theory (GLHOT), Whu and Chen [62] based on a local higher-order theory (LHOT), Matsunaga [63] based on a glocal-local higher-order theory, Cho et al.”
Isogeometric finite element analysis of composite sandwich plates using a higher order shear deformation theory (2013, background): “Table 9: A non-dimensional frequency parameter π = ( ωa2/h ) (ρ/E2) of a [00/900/900/00] simply supported laminated square plate (E1/E2 = 40) Authors a/h 4 5 10 20 25 50 100 Zhen and Wanji [70] 9.”