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A Damage Model for Estimating Low Cycle Fatigue Liwes Under Nonproportional Multiaxial Loading  433

          but it is not easy to get a conclusive equation of the total damage, since dl and dl1 are not always
          independent of each other.  However, the appropriate formula must be determined, so for the
          present, we define the total damage in this model by







          Table 3 lists the accumulated damage values of d1  and dr1 of each case for the I and 11-planes,
          when the total damage D becomes unity, ie., reaches the fatigue life.
           In the following, the procedure for the determination of D is exemplified for some cases.


             Table 3.  Value of dl and d11 at fatigue life (D=l).
             -     ~     ~~
                 Case          0,5       6,7 - 9, 11   1,2, 12 - 14   3,4, 10








          Proportional  loading.  In  proportional straining tests where the principal  strain direction  is
          always fixed, the nonproportional intensity factor  fNp takes the value zero and then the strain
          amplitude on  11-plane remains then also equal to zero.  In this case, the total damage can be
          expressed by







          This formula corresponds to Miner's  equation under uniaxial loading.  Thus, in  the uniaxial
          tensiodcompression test of Case 0 and the combined tensiodcompression and reversed torsion
          tests in which the strain waves of  E and y are in-phase such as in Case 5, the total damage is
          simply expressed by

                                         Nl
                                  D=d --             (for  Case 0 and 5)       (9)
                                      I-
                                         Nlf


          Cruciform  loading.  For  cruciform  shaped  straining  as  in  Case  1-4,  the  total  damage  is
          determined by the sum of damages, dr and d11.  If  the strain path crosses at right angles in the
          El(t)-&t)  diagram as in Case 1 and 2, d1 and dll can be equated as in Eq.( 10).
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