Page 124 - Biaxial Multiaxial Fatigue and Fracture
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Long-Life Multiaxial Fatigue of a Nodular Graphite Cast Iron   I09

                                       AW = AW1  +Awn                           (4)

           Failure  is  expected  to  occur  on  the  material  plane  having  the  maximum  VSE  quantity.
          Depending on  material, temperature, and loading, one of  the VSE parameters will dominate.
          For  materials  that  fail primarily along tensile planes, the  quantity AW  is computed by  first
           identifying the plane on which AWI is maximized and then adding the shear work on that same
           plane. Both  AW1  and AWu are virtual quantities whose physical meaning is related but  not
          equal to the elastic strain energy and plastic hysteresis energy. For this reason the model is not
          defined for out-of-phase or non-proportional loading.
             Murakami  and  associates have observed that  the  fatigue limit for  many  materials  is  not
          equal  to  the  stress for crack  initiation but  the threshold stress for propagating a crack that
          emanates from  a defect  119-211.  The defects may be small cracks, scratches, inclusions, or
          porosity.  Many  of  these flaws are irregularly shaped, and  it has been  proposed to use the
           && as a measure of the flaw size.
             In torsion, the shear stress around a hole is zero, and cracks nucleate in tension at 45" to the
          applied shear  stresses.  Propagation of  such cracks  will  be  controlled by  the  Mode  I  stress
          intensity.  Crack  driving  force  near  a  notch  is  greater  in  the  case  of  torsion as  compared
          touniaxial  tension.  For  example,  the  stress  concentration factor  for  a  center  hole  is  3  in
          uniaxial loading and 4 in torsion suggesting that torsion fatigue strength would be 75% of the
          tensile fatigue strength.
             Figure 2 shows that the Mode I stress intensity factor is higher in torsion (h = 02 / 01  = -I)
          than in tension (A = 0) for a crack originating at the edge of a hole. The fatigue limit for tension
          must be decreased by the ratio of the stress intensity factors to obtain the estimate of the torsion
          curve.  Using fracture mechanics arguments it has been estimated that the fatigue strength in
          torsion is 0.8-0.83 of the fatigue strength in tension for materials dominated by Mode I failure
           from small pores and defects 121-231.  The Murakami model defines fatigue limit values  in
          tension and torsion as
                                         I .43(HV+I 20)
                                    ofl =
                                                1



                                            I .15( HV+l20)
                                 zfl=0.80fl  =
                                                    1
                                              (&)6


          where HV is the Vickers hardness and & is determined by projecting the defect onto the
          plane of maximum tensile stress. So far this parameter has been defined for the cases of tension
          only  and  torsion  only,  but  similar  facture  mechanics  arguments  can  be  used  for  other
          proportional stress ratios as well.
             Nodular  cast  irons  are  an  example of  materials that  normally fail  in  cyclic loading  in  a
           brittle  fashion.  Failure  in  this  case  is  often  initiated  from  shrinkage pores  or  other  casting
           defects. Even  when  the  applied loading is predominantly torsion, damage in nodular iron  is
           observed to  occur  along maximum principal stress planes rather than  shear planes as small
           cracks nucleate and propagate from naturally occurring inclusions and shrinkage pores [ 12- 151.
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