Page 286 - Biaxial Multiaxial Fatigue and Fracture
P. 286

270                      A. BUCZYNSM AND G. GLINKA

             density contributed by each pair of corresponding stress and strain components. It was confirmed
             later by Singh et al. [4] that the accuracy of the additional energy equations was also good when
             used in an incremental form. Because the ratios of strain energy density increments seem to be
             less dependent  on the  geometry and  constraint conditions at  the  notch tip than  the  ratios of
             stresses or strains the analyst is not forced to make any arbitrary decisions about the constraint
             while using these equations. However, the additional strain energy density equations [4, 71 have
             a theoretical drawback indicated by Chu [8], namely the estimated elastic-plastic notch tip strains
             and  stresses  may  depend  slightly  on  the  selected  system  of  coordinates.  Fortunately,  the
             dependence is not very strong and with suitably chosen system of axis it could be sufficiently
             accurate for a variety of engineering applications. It was also found that the  set of equations
             involving the  strain,  stress and the  strain energy density increments can be  singular at  some
             specific ratios of stress components, which is due to the conflict between the plasticity model
             (normality  rule)  and  strain  energy  density  equations.  Such  a  conflict  can  be  avoided  if the
             principal idea of Neuber involving only shear stresses is implemented in the incremental form.
             Namely, it should be noted that the original Neuber rule (5a) was derived for bodies in pure shear
             stress state. It means that the Neuber equation states the equivalence of only distortional strain
             energy density. Therefore, in order to formulate the set of necessary equations for a multiaxial
             non-proportional analysis of elastic-plastic stresses and strains at the notch tip, the equality of
             increments  of  the  total  distortional  strain energy dens@  was  used.  As  a  consequence   ~ all
                                                   -.
             equations were written in terms of deviatoric stresses and strains.

             DEVIATORIC STRESS-STRAIN RELATIONSHIPS

             The notch tip deviatoric stresses of the hypothetical linear-elastic input are determined as:


                                                                                (7)

             The elastic deviatoric strains and strain increments can be calculated from the Hooke law.


             det; =  ~
                   2G

             The actual near the notch tip deviatoric stress components in the notch tip can analogously be
             defined as:





             The  incremental  deviatoric  elastic-plastic  stress-strain  relationships  based  on  the  associated
             Prandtl-Reuss flow rule can be subsequently written as:





             In engineering notation the deviatoric stress-strain relations are written as:
   281   282   283   284   285   286   287   288   289   290   291