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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 228
Hydrostatic Collapse of Carbon and Carbon-Glass Fibre Composite Tubes involving Geometrical and Material Nonlinearity C.T.F. Ross, M. Perello, A.P.F. Little and P.T. Smith
School of Engineering, University of Portsmouth, United Kingdom C.T.F. Ross, M. Perello, A.P.F. Little, P.T. Smith, "Hydrostatic Collapse of Carbon and Carbon-Glass Fibre Composite Tubes involving Geometrical and Material Nonlinearity", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 228, 2014. doi:10.4203/ccp.106.228
Keywords: composite tubes, carbon-fibres, submarine pressure hulls, ANSYS, finite element..
Summary
This paper describes for the first time, a theoretical investigation into the collapse of
forty circular cylindrical composite tubes under external hydrostatic pressure. The
investigation of the twenty four composite tubes was on fibre-reinforced plastic tube
models, manufactured from a mixture of three carbon fibre layers and two E-glass
fibre layers. The material lay-up was 0/90/0/90/0 degrees with the carbon fibres
being laid lengthwise (0 degrees) and the E-glass fibres being laid circumferentially
(90 degrees). The other sixteen composite tubes were made from carbon fibre
models constructed from sixteen carbon layers with different thicknesses. The
material lay-up was 0/0/90/90/90/0/90/90/90/90/0/90/90/90/0/0 degrees.
The work presented in this paper is of importance for deep diving submarines;
especially for those of a large diameter, particularly when subjected to the huge
hydrostatic pressures that they have to withstand. The theoretical investigations were
carried out using two different finite element computer programs, namely the
software program ANSYS 13.0 with graphical displays, and the in-house computer
program RCONORTV. The results of the present study were compared with the
experimental results carried out in earlier investigations.
With the commercial software package ANSYS, two different analyses were
carried out; one for the eigen buckling pressure and the other for a non-linear
analysis. For the carbon-glass models, the predicted buckling pressure obtained with
ANSYS and RCONORTV were higher than the ones obtained with the experimental
method. On the other hand, for the carbon fibre models, the resulting analyses were
more reliable for both ANSYS and RCONORTV and similar to the experimental
results. This paper also provides design charts for all models, using both of the
theoretical approaches.
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