Abstract
A flexible sling support arrangement for horizontal glass reinforced plastic pressure
vessels is examined using advanced finite element methods. A mathematical model is produced
employing a suitable analysis capable of representing the non-linear behaviour of a sling
supported GRP vessel. This system is used to examine the phenomena occurring at the interface
between the vessel and the supporting belt. Each component is initially considered some
distance apart and then brought together using three-dimensional contact surfaces. External
loads are thereafter applied to the combined model. Although several numerical difficulties
arise due to the difference in flexibility between the vessel shell and the sling support, these are
overcome and the resulting vessel strains and contact interface pressures show good agreement
with experimental work. The magnitudes of the strains at the location of the saddle horn are
significantly reduced. Results of a parameter study are also presented which show the effect of
the sling position together with the influence of the wrap-round angle and a number of
recommendations are made with respect to design.
Original language | English |
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Pages (from-to) | 679-687 |
Number of pages | 8 |
Journal | Composite Structures |
Volume | 97 |
Publication status | Published - May 1997 |
Keywords
- numerical analysis
- sling support
- grp composite pressure vessels