Page 218 - Failure Analysis Case Studies II
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                         The lead wires and bridge energising wires were all led through the middle of the shaft to the end
                       and permanently attached to a custom built junction connector glued to the end of the shaft. In this
                       way  the  straingauged  shaft  could  be  conveniently handled  and  other  attachments  or  machine
                       elements such as nuts,  disc brake,  lock nut  assembly, etc, easily fixed to the shaft in  the usual
                       manner.
                         After assembly the strain gauge signals under  load  conditions could be  monitored  by  simply
                       soldering fine wires of up to 2 m in length to the junction connector and in turn connecting these to
                       the strain gauge amplifier and digital storage scope facility. Thus it was not necessary to have a slip
                       ring system or small transmitter telemetry device which would have altered the balance and stress
                       conditions at 1400 rpm. The shaft was seldom running for more than 15-20 s at a time, and in any
                       case the rotation dirKtion could be readily reversed to avoid excessive twisting of the wire leads.
                       Under  test conditions the twisting of  the wires,  even at 1400 rpm, was quite acceptable and the
                       concept worked elegantly. When the wires became too twisted they were discarded and readily
                       replaced.
                         The recessed diameter section was protected with an epoxy glue which was machined smooth
                       after drying so that  the Belvel washers readily slipped over onto the full  shaft diameter without
                       causing any damage, or spurious strain reading, to the strain gauges themselves. The integrity of
                       the gauges and wiring was checked at all stages of development. Since the strain gauge lead wires
                       were permanently fixed to the junction connector at the end of the shaft, any stress condition of the
                       shaft (e.g. bending or tension) could be selected simply by wiring up the appropriate long twisting
                       wire (i.e. TW) leads to the strain gauge amplifier.
                         It should be borne in mind that the raw strains recorded would be appropriate for the reduced
                       section actually measured (diameter 15.5 mm, and including the central bored hole) and the resultant
                       stresses determined required modification by  a factor (0.825, Le. reduced) if the stresses were to
                       refer to the original shaft diameter at the thread roots (diameter 16.5 mm). It should also be borne
                       in mind that no allowance has been made for the stress concentration effect of the threads which
                       would increase the localised stress by a factor of typically between 2 [5] and 4 [6].

                       2.2. Lathe calibration
                         To assess the performance of the strain gauged wormshaft system under rotation conditions, as
                       well as to calibrate the facility, it was mounted on a lathe which could be set to run at 1500 rpm
                       (close to the test bench rotational speed).
                         Firstly the TW gauge leads were connected to check sequentially for tension, torsion and bending
                       stresses, but at zero angular speed and for each of these configurations performance was satisfactory.
                       It  was  then  necessary to  assess performance  under  rotational  conditions.  The  wormshaft  was
                       mounted in a lathe and the main bearing fixed to the shaft at a distance of 75 mm from the strain
                       gauges. Load was applied controllably, through a 5 kN load cell mounted on the tool post, to the
                       bearing, to simulate known bending conditions under rotation. A schematic diagram of the lathe
                       calibration system is shown in Fig. 3(b).
                         With this system the strain gauges performance in bending can be checked and in effect “cali-
                       brated”.  The effective conversion at the voltage selections used on the digital voltmeter was 2.2
                       microstrain per millivolt and the behaviour was linear and this was also used for the bench tests at
                       Koeberg.


                       2.3.  Test bench programme
                         The test bench programme at Koeberg needed to measure the stress (inferred from the strains)
                       that might arise from the disc brake loading and to distinguish between bending, tension and torsion
                       components. To facilitate this the trip switch torque limiter device was overridden (i.e. disengaged)
                       so the disc brake  torque limiter would indeed be loaded against the brake pads.  Typical torque
                       conditions for these tests on the test bench were at a torque of 190k 15 Nm. For completeness, tests
                       were also conducted  (i) with the trip switch engaged (so that the brake did not  touch  the brake
                       pads); and (ii) with the whole disc brake torque limiter system removed and the actuator simply
                       stopped under so called “stall” test conditions. It was expected that under this latter test condition
                       there would be only low tensile stresses and no bending stresses at the strain gauge, since the disc
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