Page 197 - Failure Analysis Case Studies II
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             The third factor, the frozen-in strain, produced a visible widening of the original crack of ca 0.5
           mm over a diameter of approximately 50 mm. This is equivalent to a strain of approximately 1%,
           or approximately 0.5 kN load, equivalent to a stress of approximately 20 MN m-2 by interpolation
           on the load-extension  curve. So the total resultant (pessimistic) stress is given very approximately
           by the equation

                Totalstressm(25 x 1.55)+20  = 59MNmP2                                              (4)
             This value may be compared with the best experimental estimate of about 80 MN mP2, and with
           a lower bound of about 55 MN m-2 for the inherent strength of the composite nylon material.
             The argument may thus be summarised. The combined effects of a geometric stress concentrator
           at the corner of the adjacent buttress and cracks (either present  as a void or at the surface of a
           cold slug or weld line just below the corner), effectively magnified the real stress experienced by
           the material by some 25 times. The material of the tank was also in a state of strain produced by
           cold moulding, so that an extra component of about 20 MN mP2 must be added to the magnified
           stress, giving a total stress of about 59 MN m-’.  This value is comparable with the mean strength
           measured for the material, and exceeds the lowest value actually obtained. It thus becomes possible
           to  see  why  cracks  were  initiated  near  the  buttress  corner  and  grew  intermittently  with  each
           successive pressurisation of the tank. Crack growth would, of course, have accelerated with each
           successive exposure, since the length of the crack and hence the magnification at the tip would
           have grown in  step. The last event would  probably  have been  the worst,  and  the event which
           directly  caused  catastrophic leakage  of  cooling  fluid,  before  the  crack  re-stabilised,  owing  to
           relaxation of the frozen-in strain (Figs 3 and 6).
              It is finally important to point out that no allowance has been made in this calculation for the
           extra stresses imposed  on the tank  through the buttresses  and lugs by  fitment of  fans, motors,
           cowls etc.  Similar considerations apply  to  the  inlet  and  outlet pipes, especially as they will  be
           stressed by fitment of connecting tubes. All such add-ons will of course exacerbate the situation.
              The possibility that the rogue moulding was produced during the warm-up period of the injection
           moulding machine, remains the most likely cause of the failure.



           6. Conclusions

            1.  A  failed  radiator  tank  has  been  examined  in  detail  for  the  origin  and  causes  of  its  rapid
              catastrophic fracture on a new car. The crack was brittle in nature and had started at or near a
              corner buttress. It propagated  in several steps, probably corresponding to intermittent use of
              the car, and exposure of the radiator to a normal, expected hydrostatic internal pressure of 25
              psi. This pressure is equivalent to a sidewall stress of only about 1.55 MN mP2, well within the
              ca 80 MN md2 strength of the material.
           2.  This benign stress was magnified, however, by a combination of three factors, two of which are
              related to the moulding conditions under which the product was made, and the third is related
              to the design geometry of the tank. The first factor was the presence of cold slugs of unmelted
              or partly melted material in the outer sidewall, probably caused by moulding into a cold tool
              or using too cool a melt. A larger, similar slug was discovered near the sprue, but had not led
              to failure since it was not near to the second factor involved, a geometric stress concentrator.
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