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402                J!  AUBIN. I? QUAEGEBEUR AND S. DEGALLAIX

            to loading history, in terms of loading amplitude and loading path [13-141. On the other hand,
            the individual ferritic phase (BCC) shows a low sensitivity to non-proportional loadings and to
            loading history [15-161.
              The purpose of the present work is firstly to establish the mechanical behaviour of a forged
            duplex stainless steel under uniaxial and biaxial cyclic loadings and secondly to test the ability
            of  a class of constitutive models to  account for the behaviour observed. A  large number of
            phenomenological models have been developed during the  last two  decades to describe the
            extra-hardening under  non-proportional  cyclic  loadings  [ 17-27,  121.  These  models  consist
            more often in modifylng the isotropic andor the kinematic rule through the introduction of a
            non-proportionality parameter defined as a relationship between stress, plastic strain or back-
            stress, or through the introduction of a structural tensor. The base model studied in the present
            work  is  a  cyclic plasticity model  with  non-linear isotropic and kinematic  rules  of the type
            initially proposed by Armstrong and Frederick [28]. Three modifications of this base model are
            tested to improve the description of the extra-hardening under non-proportional cyclic loading.
            The first model was proposed by Benallal and Marquis [20] and modified by Calloch [lo, 121,
            the second model is a modification of the first one proposed by Abdul-Latif et al.  [25]. The
            third model was developed by Tanaka [26].


            MATERIAL

            The  material  studied  is  a  X2 Cr Ni Mo N 25-07  duplex  stainless  steel.  This  steel  contains
            approximately 60 % ferrite and 40 % austenite. The composition is given in Table 1. It was
            supplied in rolled bars of 70 mm  diameter, solution treated for an hour at  1060°C and then
            water-quenched before machining the specimens. The resulting microstructure consists of long
            austenitic rods (0 10 pm x  1 mm) in a ferritic matrix (Fig. 1). The microstructure seems to be
            transverse isotropic.



            Table 1. Chemical composition of the duplex stainless steel studied (in wt YO).


                 C      Cr    Ni   Mo    Mn    Si   N     Cu    P      S     Fe

                0,024   24,68   6,54   2,84   0,79   0,62   0,17   0,07   0,021   <0,003   Bal.
















            Fig.  1. Microstructure  in  sections  perpendicular  (a)  and  parallel  (b)  to  the  bar  axis.  The
            austenite is in white, the ferrite in grey.
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