The effect of geometric imperfections on the buckling behaviour of composite laminated cylinders under external hydrostatic pressure

Using a new FE modelling procedure for the accurate representation of a geometrically imperfect cylinder, the present study investigates the effect of the initial imperfection magnitude on the cylinder buckling load, when it is loaded by external hydrostatic pressure. The buckling behaviour of a car...

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Veröffentlicht in:Composites. Part B, Engineering Engineering, 2003-01, Vol.34 (3), p.217-226
Hauptverfasser: Tsouvalis, N.G, Zafeiratou, A.A, Papazoglou, V.J
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container_end_page 226
container_issue 3
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container_title Composites. Part B, Engineering
container_volume 34
creator Tsouvalis, N.G
Zafeiratou, A.A
Papazoglou, V.J
description Using a new FE modelling procedure for the accurate representation of a geometrically imperfect cylinder, the present study investigates the effect of the initial imperfection magnitude on the cylinder buckling load, when it is loaded by external hydrostatic pressure. The buckling behaviour of a carbon/epoxy filament wound cylinder is initially studied and the modelling procedure is validated through a comparison between calculated and experimental results. Various FE models are developed and evaluated, with increasing degree of complexity. The method is then applied to a cylinder with different end supports, to assess how the boundary conditions together with the imperfections affect the buckling behaviour. Finally, the effect of imperfection magnitude is investigated, leading to the calculation of knockdown factors as low as 0.6.
doi_str_mv 10.1016/S1359-8368(02)00106-3
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source ScienceDirect Journals (5 years ago - present)
subjects Applied sciences
B. Buckling
Composites
Cylindrical shells
Exact sciences and technology
Forms of application and semi-finished materials
Geometric imperfections
Laminates
Polymer industry, paints, wood
Technology of polymers
title The effect of geometric imperfections on the buckling behaviour of composite laminated cylinders under external hydrostatic pressure
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