Page 63 - Failure Analysis Case Studies II
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            0 the construction is considered generally unsuitable for operation at pulley and winch diameter
             ratios less than about 35 : 1;
            0 the  construction  is  inherently  expensive to  manufacture  because  of  the  number  of  separate
             operations needed to build up the layers, and the high capital cost of the large scale equipment
             needed;
            0 this construction is mt tolerant to imposed twist, which is quite different to being torque balanced,
             as discussed below.

            3.2, Six strand

              This is the wire rope construction that is most widely used for general engineering purposes. Six
            (or eight strand) ropes  (Fig.  l(b)) are manufactured  in essentially two stages: wires are twisted
            together to form the strands (which have an equal lay length to allow different wire diameters to
            nest together), then six (or eight) strands are twisted together over a core to make the rope. Two
            main categories of core can be used: a fibre core, as in general engineering rope (easier to splice
            and cheaper to make), and wire rope core which provides higher strength, and higher axial, as well
            as transverse, stiffness, the latter being especially important in resisting crushing when wound at
            high load onto multi-layer winches. Another major feature of the construction of six strand ropes
            is the helical sense of the strands in the rope relative to the wires in the strand: where these are
            different the outer wires appear to align with the rope axis and the construction is termed ordinary
            (or regular) lay; where the helical sense is opposite, along the strand crowns the wires are at a
            greater  angle to  the rope axis and  the construction  is termed  Lang’s lay.  For  offshore use in
            connection with  moorings, when  a  stranded  rope  is  used,  ordinary  lay constructions  are used
            almost exclusively. The relevant characteristics of such ropes are as follows:

            0 the rope has a high degree of  damage tolerance and can be used  at high loads on multi-layer
             winches;
            0 for any given ultimate breaking load this construction tends to be the cheapest of all;
            0 because of the problems of sheathing, and thinner wires, these ropes are not generally selected
             for very long term exposure to seawater;
            0 six strand ropes are not torque balanced (though that is possible-three  strand ropes are manu-
             factured for oceanographic use at very high tensions in very deep water where a high degree of
             torque balance is essential);
            0 ordinary lay ropes have better torque balance than Lang’s lay ropes;
            0 this construction is tolerant  to torsion,  though perhaps not  to the same degree as Lang’s lay
              ropes.


            3.3. Multi-strand
              Multi-strand ropes (Fig. l(c)) have two or more layers of strands, the sense and lay of which are
            selected to achieve a maximum degree of torque balance. The strands of these ropes are sometimes
            compacted (either by drawing or rolling) to improve the outer profile of the rope, and the strand
            to strand contact stresses. These ropes are used offshore for applications requiring flexibility and
            torque balance, such as single fall crane ropes or diving bell hoist ropes. The characteristics  of
            multi-strand ropes are as follows:
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