UWE Bristol Engineering showcase 2015
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Heather Arnall<br />
MEng Mechanical <strong>Engineering</strong><br />
Project Supervisor<br />
Ramin Amali<br />
Repair of Filament Wound Composite Pipes<br />
Modelling the pipe repair in ABAQUS<br />
An internal pressure of 6MPa were applied to the<br />
pipes, which had one end of the pipe closed to<br />
consider both the longitudinal and hoop stress.<br />
Partitions were used to model the removed<br />
damage and wrap. The wrap has a fibre<br />
orientation of [0 90 0 90]s, whilst the pipe is [54.75<br />
-54.75]4 and glass fibre properties were applied to<br />
both. An intensive mesh study found that a global<br />
mesh of 7mm was required to be applied to satisfy<br />
nominal stress. The region surrounding the hole<br />
was refined with 15 elements per line and four<br />
additional lines were applied to structure the<br />
mesh, providing a mesh of 8,860 elements.<br />
Pipe parameter investigations<br />
Three different pipe diameters (0.1m, 0.3m and<br />
0.5m) were considered to determine the FOS of<br />
the pipes when undamaged, damaged and<br />
repaired. The FOS damage reduction factor, FOS<br />
wrap gain factor and FOS overall reduction factor<br />
were then obtained.<br />
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Formulas were created through plotting each of<br />
these factors against pipe diameter. Two additional<br />
diameters (0.08m and 0.2m) were analysed to<br />
determine the formulas have an accuracy of 95%.<br />
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Glass fibre Air Units<br />
Poisson’s Ratio 0.3 0.03 -<br />
Young’s Modulus - 0.01 MPa<br />
long. modulus E1 120 - GPa<br />
trans. modulus E2 8 - GPa<br />
shear modulus 6 - GPa<br />
long. tension Xt 1800 - MPa<br />
long. comp. Xc -1200 - MPa<br />
trans.tension Yt 80 - MPa<br />
trans. comp. Yc -200 - MPa<br />
shear S 150 - MPa<br />
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−11.69DD 2 + 9.016DD + 1.1013<br />
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3.1873DD 2 − 2.1499DD + 0.708<br />
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2.7236DD 2 − 1.2208DD + 1.0848<br />
Formulas for pipe thickness for thin walled<br />
pipes were obtained through the same process for<br />
three pipe thicknesses: 3mm, 4mm and 5mm. Pipe<br />
thicknesses of 2mm and 3.5mm were modeled to<br />
determine formula accuracy of 99% for following<br />
repair, whilst 66% for following removal. The<br />
overall FOS reduction factor was constant for<br />
varying thicknesses, this was also confirmed<br />
through modelling a 0.3m diameter pipe with<br />
thicknesses of 3mm and 15mm.<br />
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0.0174TT 2 − 0.178TT + 2.1234<br />
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−0.0066TT 2 + 0.0669TT + 0.449<br />
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−0.0012TT 2 + 0.01TT + 1.01TT + 1.0109<br />
Investigation into damage removal<br />
Damage should be removed with a circular cut<br />
out, but this is not always possible. Three cut out<br />
areas were considered, finding that using a square<br />
cut out at 45 degrees reduces the FOS following<br />
damage removal by 40%, but does not significantly<br />
affect the FOS following repair compared to a<br />
circular cut out. The three circular cut outs<br />
(diameters: 30mm, 50mm and 70mm) were used<br />
to create the formulas shown. By analysing a 0.4m<br />
damage diameter it was found that the accuracy<br />
for the FOS following damage removal was 72%,<br />
whilst 99.98% for following repair.<br />
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−222.32dd 2 + 27.23dd + 0.839<br />
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117.05dd 2 − 14.232dd + 1.1695<br />
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2.6216dd 2 − 0.2097dd + 1.2382<br />
Wrap Width W (mm)<br />
Investigation into wrap dimensions<br />
Nine different wrap thicknesses were considered<br />
between 2.4mm and 28mm and as expected as<br />
the wrap thickness increased, so did the FOS<br />
following repair. Three different wrap thicknesses<br />
(4, 8 and 13mm) and three different damage sizes<br />
(0.3m, 0.5m and 0.7m) were then used for an<br />
extensive trial and error method to determine the<br />
required wrap width for each scenario to obtain<br />
the following graph.<br />
Wrap width for damage diameters less than 0.07m<br />
400<br />
350<br />
300<br />
and wrap thicknesses less than 13mm<br />
W = 100000d 2 - 6500d + 305<br />
250<br />
200<br />
150<br />
W = 112500d 2 - 8500d + 263.75<br />
100<br />
50<br />
0<br />
W = 75000d 2 - 5500d + 187.5<br />
0.03 0.04 0.05 0.06 0.07<br />
Damage diameter d (m)<br />
13mm Wrap thickness 8mm Wrap thickness 4mm Wrap thickness<br />
Investigation into adhesives<br />
Epoxy and Polyester test pieces were produced<br />
and tensile tested to find the failure of the<br />
polyester pieces were less predictable, at a lower<br />
stress and more catastrophic. From these<br />
experiments the young’s moduli were obtained<br />
and used to FEA model the adhesive used when<br />
repairing composite pipes (polyurethane was also<br />
considered). It was found that the adhesive<br />
material had no effect on the FOS following repair,<br />
but there was S 11 . Varying thicknesses were<br />
considered to see that when plotted against S 11<br />
there was a quadratic relationship.<br />
Project summary<br />
Composite pipes are used in a variety of industries<br />
and put under a variety of loads. If loaded too much<br />
then damage or failure could occur. Composite pipes<br />
can be repaired through the use of a composite wrap,<br />
however it is important to ensure the procedure is<br />
done correctly to ensure a good quality repair.<br />
Project Objectives<br />
The main aim of this investigation is to use FEA<br />
software to determine the effect of the parameters<br />
involved in filament wound pipe repair during both<br />
the removal of damage and the application of the<br />
wrap. Investigations will consider pipe diameter and<br />
thickness, damage size and shape, wrap thickness<br />
and optimum width and adhesive material and<br />
thickness.<br />
Project Conclusion<br />
In this project over 150 FEA models were used to<br />
investigate the effect of the repair parameters.<br />
Formulas, which will save time and ensure correct<br />
repair methods, have been created to predict the FOS<br />
following damage removal and following repair for<br />
varying pipe diameters, circular cut out sizes and<br />
optimum wrap width. It was found that if the pipe is<br />
thin walled then the pipe thickness has no effect on<br />
the FOS following repair. It was also found that<br />
removing damage with a square cut out reduces the<br />
FOS following damage removal by 40% compared to a<br />
circular cut out, but there was no significant<br />
difference in FOS once the pipes had been repaired.<br />
As expected as the wrap thickness increased the FOS<br />
following repair increased. From the adhesive study it<br />
is suggested that an Epoxy adhesive should be used in<br />
the repair of composite pipes due to a higher<br />
ultimate strength and a less catastrophic failure than<br />
polyester. FEA confirmed this by finding the least<br />
stress was caused through Epoxy, compared to<br />
Polyester and Polyurethane.