EurOCEAN 2000 - Vlaams Instituut voor de Zee
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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