Page 191 - Failure Analysis Case Studies II
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         Fig. 10. Close-ups of main crack near buttress corner. Note lower edge shows what appears to be a weld line running
         into the bulk material.





         controlled fashion so as to liberate the crack surface. The process was tackled in two stages, first
         involving cutting along the main  corners in the failed tank,  so as to produce  a  ‘lay-flat’ set of
         samples. One interesting result of this procedure was that the outward bulging in the whole tank
         was reversed, so that the sides bulged inwards (cf. Fig. 3). It was also noticed that the material
         everywhere in both samples proved rather brittle, as perhaps what one might expect from the high
         filler content of 30% glass fibre.

         3.1.  The fracture surface

           The second part of the procedure involved liberation of the crack (Fig. 10). The fracture surface
         was later plated with gold for SEM. This allowed detailed inspection of the 10 ,um diameter fibres
         present  (Fig.  11).  The  gold  treatment  was  also  helpful  in  enhancing  the  contrast  for  optical
         microscopy (Fig. 12).

         3.2.  Tidemarks from the leak

           The side of the external buttress just by  the critical crack showed several stains produced  by
         escape of cooling fluid, and comprised a brown tide line underlying a set of white tidemarks (Fig.
         10). The white marks indicate a series of  small contamination incidents,  possibly five or more
         before final failure. Each may mark a point when the crack or cracks connected the inner reservoir
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