Page 66 - Failure Analysis Case Studies II
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                        4000



                        3000




                        2000
                      d
                      a
                      P
                      0
                     Y
                      4  1000
                     &


                           0

                                                                               __
                            -400         -200           0           200           400
                                                 Rope twist,  R  (/m)
        Fig. 3. Results of series of torsional tests at constant tensile loads on 46 mm triangular strand Lang’s lay rope, from
        Rebel [7].




        a  loop (or kink, but  also termed  a hockle) formed in  the rope as a whole; and constructional
        deformation involving hockling of  individual strands or wires, or strands forming a ‘birdcage’
       caused by  local buckling. In either case, the instability can be prevented by maintaining adequate
        tension. The most serious deformations occur at very low tension. Uncontrolled reloading of  a
        rope once it has developed a torsional instability is likely to lead to severe permanent deformation
        which can reduce strength dramatically, and damage fatigue resistance catastrophically.
          The overall, ‘whole rope’, hockle can be removed by skilled handling if spotted before reloading,
        but the smaller scale, strand hockling cannot generally be  removed without serious permanent
        degradation. The tendency to overall or constructional deformation is a function of the bending
        stiffness of the rope components, and the loading caused by imposed twist.
          In a six stranded rope, untwisting whilst maintaining tensile load will eventually lead to local
        de-stranding of the rope (Fig. 4) which, when tension is relaxed, will allow the torque carried by
        the individual strands to cause local strand hockles (Fig. 5). If torque is imposed at low tension,
       whether untwisting or twisting up, then the whole rope will hockle. However, six strand ropes can
        sustain very severe torsional deformation, provided a minimum tension is maintained. Six strand
        Lang’s lay mine hoist ropes have been reported [7] operating with lay length changes from - 30%
        to + 70% without any major compromise to service life.
          Torque balanced spiral strand and multi-strand ropes both tend to have outer elements with
       diameters, and consequently bending  stiffness, which  are  a  much  smaller proportion  of  rope
       diameter than the six strand equivalent. These outer elements also have a helical sense that opposes
        the layer underneath.  Consequently, as already indicated, these ropes are more susceptible to
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