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130                    RJ? KAUFMAN AND TH. TOPPER

            plane.  A Mohr's circle representation in part (c) shows that the maximum shear plane is at 45'
            to the principal axes.  The strain state on the maximum shear plane is illustrated in (d).
              A total of  15 pure shear tests were conducted on specimens of BHN 456.  Table 1 lists the
            alternating shear  stress amplitudes that  were  applied on the  maximum  shear planes  and  the
            resulting number of cycles until a crack depth of approximately 50 pm or final separation of the
            specimen occurred.  Specimens that  reached  1x106 cycles without failing were removed and
            deemed to be run-outs.


            Table 1.  Alternating shear test results for SAE 1045 steel, 456 BHN.





























             Zero  mean  stress fatigue tests  for SAE  1045  steel, BHN  203,  with  varying levels of  cyclic
             alternating shear stress were reported by Bonnen 12.51.


             Alternating Shear Stress with Superimposed Static Mean Stresses. A total of 47 (No 16 to No 62
             in Table 2) alternating shear stress tests with static tensile mean stresses and 15 (No. 63 to No. 77
             in  Table 2) tests with  static compressive mean  stresses normal  to the maximum shear planes
             were performed for BHN 456.  For  BHN 203, a total of  seven  (No  I  to No. 7  in  Table 3)
             alternating shear stress tests with static normal tensile mean stresses and five (No. 8 to No. 12 in
             Table 3) tests with static normal compressive mean stresses were performed.  For the as received
             SAE 1045 steel (BHN 203), a run-out was listed if the specimen did not fail before 2x106cycles.
               Tables 2 and  3 list the results for the static mean  stress fatigue tests with alternating shear
             stress for the hardened and as received SAE 1045 steels.
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