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Abstract

The bubHing of laminated composite cylindrical shell panels subjected to transverse load is investigated. The geometrical non-linear analysis is carried out using thefinite element method based o,n a higher-order shear deformation theory. An eight nodded degenerated isoparametric shell element with nine degrees of freedom at each node is considered. The geometric non-linear behaviour and the collapse pressures ere presented for symmetrically and antisymmetrically laminated cross-ply and angle-ply cylindrical shell panels subiected to uniform normal pressure.

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How to Cite
Sai Ram, K., & Sreedhar Babu, T. (2023). Buckling of Laminated Composite Cylnidrical Panels Ijnder Transverse Load. Journal of Aerospace Sciences and Technologies, 55(4), 281–288. https://doi.org/10.61653/joast.v55i4.2003.801

References

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