Page 280 - Failure Analysis Case Studies II
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          As expected, Table 2 shows that the higher weight levels require considerably fewer cycles to
        failure than the lower weight levels.

        2.8.  Cumulatice damage

          The final step in determining the total number of cycles to failure was to combine the various
        weight levels and  the user  distribution for the three week  period  using Miner’s rule for  block
        loading. According to Palmgren and Miner, failure occurs when the cumulative damage caused by
        each loading cycle equals one. The general form of the Palmgren-Miner  rule [6] is given by,






        where k = number of stress levels in the block loading spectrum, n, = number of cycles at each
        stress level in the block loading spectrum and Ni = number of cycles to failure at each stress level.
          Using equation (8) and the values from Table 2 the cumulative damage incurred by one three
        week loading block was 0.057. Therefore, a total of 17.7 loading blocks would be required to cause
        failure of the adjustment pin. This translates into approximately 53 weeks of typical use before
        failure. According to the purchase records of the machine the actual failure occurred after 1;  years
        of operation.
          It  should  be  remembered that  fatigue calculations are only an estimate and  the calculated
        lifetimes are very sensitive to small changes in  geometry that affect stress levels. This analysis
        ignores the presence of plastic deformation that occurs at the higher stress levels. In addition, the
        standard notch sensitivity formulas are derived from data where the notch depth does not exceed
        four times the notch radius. So, according to R.E. Peterson, “This means that caution should be
        exercised in application to cases of deep sharp notches or very small fillets on stepped shafts . . .”.
        However, the analysis does show the pin design to be inadequate.



        3.  Design implications

          The analysis confirms that the pin failure was due to a poor design and lack of engineering. The
        stress calculations indicate that the pin plastically deformed under the maximum load. The fatigue
        analysis determined that the pin should fail after only approximately one year of typical service.
        This is clearly unacceptable and the design should be altered to take the maximum load and fatigue
        loading into account.
          One way to improve the design to avoid fatigue failure would be to redesign the machine to add
        support at the end of the pin. This would reduce the bending stresses by half since the pin could
        be modeled as a simply supported beam instead of a cantilever beam. Another method of changing
        the design would be to increase the pin diameter and/or use a stronger grade of steel. However,
        this would probably increase material and manufacturing costs. It has also been shown that the
        addition  of  a relief groove behind  the shoulder causes a reduction in the stress concentration,
        Figure 10.
          The addition of relief grooves does require extra machining and may not be possible due to the
        geometry of the machine. Since the localized stress concentration is dependent on the shoulder root
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