58th AIAA/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference 2017
DOI: 10.2514/6.2017-1987
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Vibration of Long Rectangular Composite Plates and Buckling of such Plates under Shear and Axial loads

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Cited by 2 publications
(4 citation statements)
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“…Clamping and simple support were used as boundary conditions for the plate. It was determined that as the aspect ratio drops below 0.25, inherent frequencies of plate convergence [4]. Shrigandhi et al [2011] used FEA to perform a modal study on composite sandwich panels.…”
Section: )mentioning
confidence: 99%
“…Clamping and simple support were used as boundary conditions for the plate. It was determined that as the aspect ratio drops below 0.25, inherent frequencies of plate convergence [4]. Shrigandhi et al [2011] used FEA to perform a modal study on composite sandwich panels.…”
Section: )mentioning
confidence: 99%
“…Chandrashekhara and Bangera (1992) concluded that the values of shear deformations show increasing trends greater for the higher modes as shown in Table 2. Eslami et al (2017) conducted finite element analysis to predict the mode shapes and natural frequencies and buckling behaviour of long rectangular composite plates and compared the vibration results with Rayleigh Ritz method. Plate was subjected to clamped and simply supported boundary conditions.…”
Section: Figmentioning
confidence: 99%
“…Computer code was developed for analysis of free damped and undamped vibration (Chandrashekhara and Bangera, 1992). (Eslami et al, 2017). properties of flat and cylindrical panels.…”
Section: Figmentioning
confidence: 99%
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