Page 188 - Biaxial Multiaxial Fatigue and Fracture
P. 188

172                     I? BONACUSE AND S. KALLURI

               The stress range vs. cycle number plots for the higher amplitude, second load level (Fig. 2)
            show  some  interesting  behavior.  The  lower  initial  life  fraction experiments  continued  to
            cyclically harden during  the  second load level.  The  higher initial  life fraction experiments
            tended to cyclically soften (with exception of the axial-axial where all hardened to failure).
            The material in each type of load level combination tended to converge to a similar stress range
            as the  cycles  accumulated  in  the  second  load  level,  independent of  the  number  of  lower
             amplitude cycles previously imposed.  The axiaYaxial and torsiodtorsion experiments tended
             to stabilize to the same stress levels as the baseline (constant amplitude fatigue tests performed
             at  the  second  load  level)  experiments  (also plotted  in  Fig.  2), whereas  the  mixed  loading
             experiments, axial/torsion and torsionlaxial, stabilized at stress levels 6.5% and  12.0% above
             the  baseline  experiments, respectively.  The extra  hardening observed in  the  mixed  loading
             experiments may be  attributable to  the same mechanism that causes additional hardening in
             mechanically out-of-phase multiaxial loading [9].
               Experiments ending with torsional loading always failed on the maximum shear strain plane,
             i.e.  the final failure cracks were parallel to the specimen axis.  Experiments completed under
             axial loading all  failed at or near the plane of  maximum tensile stress; perpendicular to the
             specimen axis.  In  the tests completed with axial loading, the  10% load drop failure criteria
             corresponded to an average crack length of 20.5 mm.  Somewhat longer surface cracks (27.4
             mm average length) occurred in the tests completed with torsional loading.  This result is not
             unexpected  in  that  shear  cracks  (cracks  that  form  and  propagate  on  maximum  shear
             stress’strain  planes)  tend  to  be  longer  at  failure  than  cracks  that  form  and  propagate  on
             maximum normal stress/strain planes [lo].
               Five of the eighteen tests were terminated due to controller interlocks.  Controller interlocks
             are preprogrammed limits on: load, strain, and displacement.  These limits were typically set to
             approximately 10% above or below the expected maximum values of the measured variables.
             An interlock can also occur when the difference between the command and feedback signal in
             the control loop reaches a preprogrammed threshold, which was 15% of the commanded strain
             for these experiments.  A controller interlock shuts off hydraulic pressure and sends a signal to
             the control  software to  indicate that the  test has  been terminated.  Larger final cracks with
             significant  ductile  tearing  and  specimen  distortion  were  associated  with  the  controller
             interlocks.  The length of the cracks that propagated in fatigue, as identified on the fracture
             surfaces, were of the same order as those where the experiments ended at the  10% load drop.
             The  difference  in  the  number  of  cycles to  failure  associated  with  the  interlock  events,  as
             compared to those terminated at a 10% load drop, is believed to be small.
               The results of the axiaYaxial, torsion/torsion, axial/torsion, and torsion/axial experiments are
             compared  with  the  predictions  of  the  LDR  and  the  DCA in  Fig.  3.  It’s  clear that  neither
             cumulative damage model appears to predict the observed behavior adequately.  In most cases,
             the LDR seems to more closely approximate the observed behavior for lower initially applied
             life fractions (nl/NI 5 0.4), whereas the DCA model seems to do better with the higher (nl/N1 >
             0.4) initially applied life fractions.
               Figure 4 displays this cumulctive fatigue data with the applied life fraction in the first load
             level on the horizontal axis and the observed sum of  life fractions on the vertical axis.  The
             horizontal  line  at  1.0 depicts where the  data  would  fall  if  the LDR  perfectly predicted the
             damage interaction.  Again, the deviation from the LDR as the imposed life fraction increases
             is readily apparent.
               Figure 5  shows a comparison between the predicted and observed remaining cycle life, n2.
             for (a) the LDR  and (b) the DCA.  Both models, in general, predicted fatigue life within the
             expected experimental scatter-band (factors of two of the average life) for LCF.  However, the
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