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EurOCEAN 2000 - Vlaams Instituut voor de Zee

EurOCEAN 2000 - Vlaams Instituut voor de Zee

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OBJECTIVES:<br />

The aim of the project is to advance European capability in the <strong>de</strong>sign and manufacture of<br />

pressure resistant structures using fibre reinforced plastics (FRP), for applications in the oceans<br />

which inclu<strong>de</strong> unmanned platforms, autonomous un<strong>de</strong>rwater vehicles, benthic lan<strong>de</strong>rs, drifting<br />

floats and instrument housings.<br />

The first objective is to advance capability is <strong>de</strong>sign procedures and tools for thick section FRP<br />

materials, to enable the manufacture of reproducible and reliable structures. The second<br />

objective is to <strong>de</strong>monstrate this capability by manufacturing an all FRP pressure resistant<br />

housing having a 2,000 metre operational <strong>de</strong>pth capability. The chosen focus being a pressure<br />

housing for an autonomous un<strong>de</strong>rwater vehicle (AUV). The third objective is to establish the<br />

long-term integrity of FRP structures in the working environment, which is vitally important in<br />

a wi<strong>de</strong> variety of applications. Within the project consi<strong>de</strong>ration will be given to extending the<br />

<strong>de</strong>sign tools and technology to <strong>de</strong>pths up to 6,000 metres.<br />

Success in meeting these objectives will strongly promote the use of weight- and cost- efficient<br />

FRP structures in future industrial and research applications in the <strong>de</strong>ep oceans.<br />

The project seeks to build on present knowledge and draws on the expertise gained by the<br />

participants in both national and EC fun<strong>de</strong>d programmes involving research on FRP materials<br />

in the following areas:<br />

- structural <strong>de</strong>sign<br />

- fabrication techniques and quality assurance<br />

- testing and test procedures<br />

- system failure mo<strong>de</strong>s<br />

- theoretical mo<strong>de</strong>lling and analysis<br />

- operational requirements<br />

Methodology:<br />

As stated the focus of the project is a FRP pressure housing for an AUV, comprising of a<br />

central cylindrical section with dome end closures. Obviously there are a number of promising<br />

fibre reinforced composite materials and some recent <strong>de</strong>velopments, such as hollow fibres –<br />

thermoplastic matrices, which may be suitable for high performance AUV hulls and <strong>de</strong>ep<br />

ocean structures. However, the commercial availability, costs and fabrication risks rule out the<br />

use of these materials at the present time. It was therefore <strong>de</strong>ci<strong>de</strong>d early on to utilise carbon<br />

fibre reinforced epoxy and a monocoque hull <strong>de</strong>sign. The central cylindrical section being<br />

fabricated by the filament winding process with the end-domes fabricated by resin trasnfer<br />

moulding or filament winding. While frame stiffened hulls or sandwich structures may be more<br />

efficient in the longer term, the lack of experimental data, limited <strong>de</strong>sign tools and risks<br />

associated with the fabrication processes along with the budgetary and timescale constrains<br />

rule out the use of these construction techniques in this project.<br />

The project involves the <strong>de</strong>sign, fabrication and inspection, mo<strong>de</strong>lling, testing and analysis of a<br />

number of small-scale (175mm internal diameter) and large-scale (450mm internal diameter)<br />

cylin<strong>de</strong>rs and end-domes.<br />

The <strong>de</strong>sign of the small-scale cylin<strong>de</strong>rs and their end-closures, as well as the <strong>de</strong>sign of the<br />

large-scale cylin<strong>de</strong>rs will be performed using both analytical and numerical mo<strong>de</strong>lling tools.<br />

The numerical tools will allow mo<strong>de</strong>lling of the actual material lay-up of both the cylin<strong>de</strong>rs<br />

and the domes, not only before buckling, but also in the post-buckling path. Buckling loads,<br />

buckling mo<strong>de</strong>s and ultimate failure pressures will be calculated. Strains calculated by these<br />

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