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Cyclic Behauiour of a Duplex Stainless Steel  Under Multiaxial Loading: Experiments and Modelling  405

          EXPERIMENTAL RESULTS


          Monotonic behaviour

          The  forming process  and  the  microstructure of  the  material  studied seem  to  enable the
          assumption that the mechanical behaviour is transverse isotropic. The first quarters of cycle of
          cyclic tests in different loading directions were compared in order to verify this assumption.
            The yield stress (at 0.02 %) was measured in four directions in the plane (c, &T):  tension
          (O"), tension-torsion at  45",  torsion (90")  and compression (180").  25 tests were used.  The
          Young modulus E and the shear modulus G were measured on each elastic part.  The mean
          values of E and G are respectively 192 GPa and 66 GPa. The yield stress on each specimen
          was calculated using an equivalent plastic strain threshold of 2 lo4. Figure 4 shows the set of
          yield stresses obtained drawn in the plane (a, 7).
            Yield  stresses obtained are scattered close to  the  circle defined by  von Mises criterion
          minimizing the distance to the set of points. The standard deviation of these distances is 30
          MPa. These results enable us to assume that the virgin material has an isotropic behaviour.



                                         400  7(MPa)
                                            1





                               r
                              -600




                                        -400


          Fig. 4. Yield stresses in tensiodtorsion calculated using an equivalent plastic strain threshold
          of 2 lo4, represented in (c, 7) plane.



           Cyclic hardening-softening behaviour under proportional loading

           Proportional cyclic tests were conducted in three directions in the plane (a, 6 7): at 0", at 45"
           and at 90" (see Fig. 3). The cyclic stress-strain responses obtained are shown in Fig. 5 with the
          monotonic stress-strain curve. It is observed that the duplex stainless steel sofiens cyclically
          whatever the loading path. Moreover, stabilized stress levels are similar for the three directions
           tested, the  duplex  stainless steel shows an  isotropic behaviour under cyclic  loading.  This
           validates then the use of von Mises equivalents in the following non-proportional tests.
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