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Axially compressed cylindrical shells: Various degrees of sensitivity of buckling load to initial imperfections

FROM:

S. C. White and P.M. Weaver (Advanced Composite Centre for Innovation and Science, University of Bristol Bristol),

“Towards imperfection insensitive buckling response of shell structures-shells with plate-like post-buckled responses”, The Aeronautical Journal, Vol. 120, No. 1224, pp 233-253, February 2016
DOI: 10.1017/aer.2015.14

ABSTRACT: The imperfection sensitivity of cylindrical panels under compression loading is shown to be not only reduced but effectively eliminated using stiffness tailoring techniques. Shells are designed with variable angle-tow (VAT) laminae, giving their laminates variable-stiffness properties over the surface co-ordinates. By employing an asymptotic model of the non-linear shell behaviour and a genetic algorithm, the post-buckling stability was maximised with respect to the VAT design variables. Results for optimised straight-fibre and VAT shells are presented in comparison with quasi-isotropic designs. In the straight-fibre case, small improvements in the post-buckling stability are shown to be possible but at the expense of the buckling load. In the VAT case, on the other hand, considerable improvements in the post-buckling stability are obtained and drops in axial stiffness and load associated with buckling are reduced to negligible levels. The improvements are shown to be a result of a benign membrane stress distribution prior to buckling and a localisation of the buckling mode. The asymptotic results are compared with non-linear finite-element analyses and are found to be in good agreement. Potential future multi-objective optimisation studies are discussed.

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