Page 102 - Biaxial Multiaxial Fatigue and Fracture
P. 102

Multiaxial Fatigue Life Estimations for 6082-T6 Cylindrical Specimens Under ._.






        where in Eq. 1 the maximum value of normal stress is able to include the influence of mean stress
        on the fatigue strength, according to the Socie’s fatigue damage model [6].
          Consider now a log-log Wohler diagram where in the abscissa there are the number of cycles to
        failure Nf and in the ordinate the shear stress amplitude ta(+*, e*) calculated on the initiation plane
        (Figure 2).
          It can be demonstrated [21] that different fatigue curves are generated in the modified Wohler
        diagram by changing the p values. Each single curve is identified by the inverse slope k,(p)  and
        by the reference shear stress amplitude %&Ref (p)  corresponding to NRef cycles (usually 2.106 cycles
        in  several  design  codes).  Moreover,  experimental  results  showed  [21, 221  that  as the  p ratio
        increases the fatigue curve moves downwards in the modified Wohler diagram (Figure 2).
          On the basis of this observation and by evaluating the functions t&Ref(p)  and k,  (p) by a best fit
        procedure  performed  using  experimental  data,  it  is  possible  to  predict  the  fatigue  life  for  a
        multiaxial cyclic stress state by applying the following expression:






          By reanalysing systematically experimental data taken from the literature [21, 221, it has been
        observed that  a good  correlation with  experimental results  can  be  obtained just  by  expressing
        qRef (p) and k,(p)  as linear functions and by using uniaxial and torsional fatigue data for their
        calibration. In particular, under this assumption ThRef(p) and kr (p) can be expressed as follows:






          The presented method can also be used to estimate the fatigue life of notched components by
        applying the correction based on the fatigue notch factor Kf to the fatigue curves used in the model
        calibration, and by performing the assessment in terms of nominal stresses [21,22].
          Given that the multiaxial fatigue behaviour can be described by a single modified Wohler curve
        as the p value changes, it can be highlighted that a multiaxial notch factor can be always defined
        as function of the p ratio. By applying this idea, it has been demonstrated that the multiaxial &
        factor is always a linear function of the stress ratio p [22].
          Finally, it is interesting to mention the fact that this method can be reinterpreted even in terms
        of critical distance approach [31]. In particular, by using as critical distance a length depending on
        the  El’Haddad  short  crack  constant  [32], it  has  been  shown  that  this  method  is  capable  of
        predictions  within  an  error  of  about  15%,  when  employed  to  estimate  the  fatigue  limit  of
        V-notched specimens of low carbon steel subjected to in-phase MODE I and MODE I1 loads [31].
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