A finite element model to determine the socket strains and resin pressures
in a resin socket termination for a wire rope has been developed. This mode
l takes account of the relative movement between the socket and the resin c
one that occurs when a termination is under load. To verify the accuracy of
the model, computed socket strains were compared with strain measurements
both on a full-scale termination and on a laboratory-scale model. As a resu
lt of these comparisons, modifications were made to the finite element mode
l to improve its accuracy. It was concluded that the wires were held in the
socket by frictional forces which were effective only in the resin section
between 10 and 50 per cent of the socket basket length (measured from the
front of the socket). This conclusion was verified by further laboratory te
sts.
It was therefore deduced that manufacturing defects in the back half of the
socket would not reduce the strength of the termination, while defects in
the front half are much more significant. This was also demonstrated by lab
oratory tests for both quasi-static and fatigue loading. These conclusions
apply only to sockets of the type described in this paper and are not neces
sarily true for all socket designs.