2019
DOI: 10.1007/s11029-019-09803-2
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A Comparison of Closed-Form and Finite-Element Solutions for the Free Vibration of Hybrid Cross-Ply Laminated Plates

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Cited by 10 publications
(3 citation statements)
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“…Although it keeps increasing the n>15, it causes constant NDNF values at various BCs. However, Benhenni et al [482] employed the HSDT associated with 3D-FEA to investigate the NF of hybrid carbon/glass cross-ply LCPs, and the HP has been utilized to define the EOM. Besides, the NvS has been used to determine the closed-form solutions.…”
Section: Mixed Solution With Considering the Sdementioning
confidence: 99%
“…Although it keeps increasing the n>15, it causes constant NDNF values at various BCs. However, Benhenni et al [482] employed the HSDT associated with 3D-FEA to investigate the NF of hybrid carbon/glass cross-ply LCPs, and the HP has been utilized to define the EOM. Besides, the NvS has been used to determine the closed-form solutions.…”
Section: Mixed Solution With Considering the Sdementioning
confidence: 99%
“…The influence of different ply orientation in square and rectangular laminated plates was studied for different cases of dynamic loading. In [8][9][10], free vibrations of laminated plates under different boundary conditions were studied. The propagation of elastic waves in laminated composite with special emphasis on Lamb waves was also analyzed [11][12][13].…”
Section: Introductionmentioning
confidence: 99%
“…Daouadji et al [35], Chergui et al [29], Rabahi et al [78] presented the numerical and experimental results to study the flexural behaviour of steel and RC beams strengthened by laminates. Benhenni et al [18][19][20][21], Benferhat [15], Bensattalah et al [22,23], Hadji et al [51], Adim et al [7] reported the free vibration response for the FG, laminated beams and plates. Adim et al [5,6], Bensattalah et al [24], Khalifa [57] examined the buckling response of FG and laminated composite plate using refined HSDTs.…”
Section: Introductionmentioning
confidence: 99%