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Stability and Failure Study of Suddenly Loaded Laminated Composite Cylindrical Panel

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dc.contributor.author Kumar, Rajesh
dc.date.accessioned 2022-12-19T11:02:40Z
dc.date.available 2022-12-19T11:02:40Z
dc.date.issued 2016
dc.identifier.uri https://iiav.org/ijav/content/volumes/24_2019_1848881553860721/vol_2/1215_fullpaper_1134981561710963.pdf
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/7959
dc.description.abstract Pre-buckling vibration and buckling behaviour of composite skew plates subjected to linearly varying in-plane edge loading with different boundary conditions are studied. The total energy functional of the skew plate mapped from physical domain to computational domain over which a set of orthonormal polynomials satisfying the essential boundary conditions is generated by Gram-Schmidt orthogonalization process. Using Rayleigh-Ritz method in conjunction with Boundary Characteristics Orthonormal Polynomials, the total energy functional is converted into sets of algebraic equations for static stability problems and ordinary differential equation for free vibration problem. Pre-buckling vibration frequencies of the stressed skew plate are obtained by solving associated linear eigen value problem for free vibration and solution of the eigen value problem for static case results critical buckling load. From different parametric study, it is observed that the pre-buckling vibration frequency and critical buckling load increase with the increase of skew angle and edge restraint. en_US
dc.language.iso en en_US
dc.publisher International Journal of Acoustics and Vibration en_US
dc.subject Civil Engineering en_US
dc.subject Skew Plates en_US
dc.title Stability and Failure Study of Suddenly Loaded Laminated Composite Cylindrical Panel en_US
dc.type Article en_US


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