Page 62 - Failure Analysis Case Studies II
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                        (a) spiral strand         (b)  six strand          (c) multi-strand
                                        Fig. 1. Typical rope constructions.




        such a structure would, if freely suspended, simply untwist.  It would also be  very vulnerable to
        damage of the outer wires, which if  broken at one location, would just  fall away and serve no
        further contribution  to the load bearing function of the rope. The resolution  of these problems
        provides  the basic motivation  for the design of  different rope constructions. Wire rope can be
        constructed to be more or less ‘torque balanced’ (or non-spin, or spin resistant) to minimise any
        axial torque generated by tensile load, and any tendency to rotate when suspended. However such
        constructions tend to have other disadvantages, so before proceeding to a detailed consideration
        of torsional behaviour of wire ropes, it is relevant to consider the relative merits of the three generic
        classes of rope construction.


        3.1. Spiral strand

          Geometrically, perhaps the simplest of rope constructions, spiral strand consists of concentric
        helical layers of wire (Fig. l(a)). The outer layers of a spiral strand, which constitute the bulk of
        the cross section, generally have wires of the same diameter, opposite helical senses, and the same,
        or similar, helix angle (but consequently different helical pitch,  or lay length) with a core often
        geometrically similar to that  of conventional stranded ropes (of mixed wire sizes but common
        pitch and sense). The characteristics of spiral strand, as relevant to offshore mooring applications,
        can be summarised as follows:
        0 spiral strands offer high strength and stiffness for a given diameter and wire grade;
        0 spiral strands can provide a high degree of torque balance;
        0 wires tend to be of larger diameter than in stranded ropes of comparable diameter-this  benefits
         corrosion resistance but can limit the tensile strength of the wire employed (especially if shaped
         wires are used as in mining or ropeway applications);
        0 the outer rope surface is essentially cylindrical which facilitates sheathing in polymer to provide
         long term corrosion protection;
        0 exposed outer wires are vulnerable to damage and this construction is unsuitable for operation
         on and off multi-layer winch drums at more than low tension  (unless having ‘full lock’ outer
         wires, and especially if sheathed);
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