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Three-Dimensional Crack Growth: Numerical Evaluations and Experimental  Tests   35 1


         Stress Intensity Factors. Since Irwin  [ 141 demonstrated the importance of  the stress intensity
         factor (SIF) in determining crack-tip stress fields in two dimensional problems, many different
         methods have been devised for obtaining SIF's [15].
         The stress intensity factors (SIF's)  are computed using crack opening displacement method.
         When one point formulae are employed, the Mode I, I1 and I11 SIF's are evaluated as:














        where the displacement up is evaluated at point P as in Fig. 12; ubp, unP and ur are projections
        of  up on the coordinate directions of  the local crack front coordinate system and 6=n and 6=-n
        denote upper and lower crack surfaces respectively. Kp , KIP and KIIF' are approximations of
        SIF's corresponding to the point P' along the crack front and on a normal line to the front as in
        Fig. 12.


















                     Fig. 12. Calculation of SIF using crack opening displacement.



        During the crack growth, instabilities may cause peaks in the SIF values along the crack front.
        It is advisable to enable the BEASY option that allows these peaks to be smoothed by either
        smoothing the  stress  intensity  factors  or  by  smoothing  the  crack  growth  increment  or  by
        performing both smoothing operations. This should also be used if the values computed at the
        crack breakout  points are not  very  accurate and give excessively high  stress intensity factor
        values, as it happens in the problem under study. As a matter of fact the asymptotic stress field
        at  the crack tip is usually obtained by  performing analytical two-dimensional plane stress or
        plain  strain calculations. This yields the well known   singularity which prevails along the
        crack  front  within  the  body.  However,  at  the  intersection  of  the  crack  front  with  a  free
        boundary,  the  stress  state  is  a  genuine  three-dimensional  one  for  which  two  dimensional
                           P
        approximations are not a  plicable: the mode I stress singularity decreases at the free boundary
        and takes the value r-0.45  ', whereas the mode I1 and mode I11 singularity increase in  strength
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