Page 183 - Failure Analysis Case Studies II
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             The metallurgical examination of the bolts showed that the failure was not associated with any
            material  or manufacturing defects. The bolts conformed to the specification requirements in all
            respects.


                                         8.  CONCLUSIONS
            (1)  The catastrophic failure of the raise boring machine is associated with the fracture of  the 32
               drive head bolts. Thirty of the bolts have failed as a result of corrosion-induced fatigue.
            (2)  The bolts have failed due to a combination of high cyclic stressing induced by the operation of
               the equipment at 13% above maximum thrust  and corrosion from the water in the flushing
               system.
            (3)  Chemical analysis, microscopic examination,  and hardness  testing have established that the
               bolts conform to the required SAE J429 Specification.


                                      9.  RECOMMENDATIONS

            (1)  To prevent corrosion of the bolts the following measures are recommended:
               (a)  An oil-based red lead primer should be used to create a barrier at the cover-body connection.
               (b)  Mains water should be used at all times for flushing.
               (c)  Equipment should not be stored underground for any length of time.
            (2)  Excessive thrust pressures during operation should be avoided, Le.  the equipment should be
               used within the limits for which it was designed.
            (3)  All components should be torqued to the correct figure to prevent excessive movement in the
               drive head.


                                          10.  FINAL NOTE
              Since the investigation, a strict quality control system has been  introduced at the mine for the
            control of bolt sets used on raise boring machines. In addition, all the report recommendations have
            been implemented, and the torque settings on the drive head bolts have been increased with the
            approval of the machine manufacturer. Following subsequent finite element modelling, the thickness
            of the cover and the length of the drive head bolts have been increased for greater stiffness. The
            equipment has now operated without problems for several years.


                                           REFERENCES

            1.  Hammond, I., Austrafiun Mining, 1992, 84(5), 14-18.
            2.  Cook, N. G. W. and Lancaster, H. F., in Tunnelling in Rock (a course of lectures held at CSIR, Pretoria, 22-26  October
              1973), ed. Z. T. Bieniawski. Pretoria, 1973.
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