Page 79 - Biaxial Multiaxial Fatigue and Fracture
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64                         N. ISOBE AND S.  SAKURAI

            Section JII, Division I, subsection NH [ 11 applies a factor of 2 as the FSRF for the fatigue life
            assessment  of  weldments. This  FSRF derived  from  the  discussion  for carbon  and  stainless
            steels  that  show  large inelastic  deformation behavior  at  high  temperature  [2]. The  suitable
            assessment  method  for the  fatigue  life  of  the  weldment  of  Ni-base  superalloys,  which  use
            higher temperature than stainless steels, has not been developed. Furthermore, such factors are
            usually  derived  from  uniaxial  fatigue  testing,  while  many  real  components  are  used  under
            complex  multiaxial  stress-strain  conditions.  It  is,  therefore,  important  to  develop  a  life
            assessment method that takes multiaxial stress or strain into account suitably. The assessment
            of crack growth behavior is important in the life evaluation of components. This is because the
            growth of cracks of the same size as grains is observed in the early stages of  life and their
            propagation dominates a component’s life [3].
              In this study, we investigated the initiation and growth of micro-cracks in weldments of  a
            nickel-base  superalloy,  Hastelloy-X,  under  combined  tensile  and  torsional  loads  at  high
            temperatures. The evaluation of the crack growth rates in weldments is discussed in order to
            improve the life assessment of high-temperature components.


            TEST PROCEDURE

            A Ni-base  superalloy, Hastelloy-X, and  its weldment  were tested. The weld metal was also
            Hastelloy-X, but its content of trace elements, such as Si, Mn and W slightly differ from the
            base  metal. Their chemical compositions are listed in Table  1  and mechanical properties in
            Table 2.  Specimens were hollow cylinders 22 mm in diameter and 2 mm thick in the gauge
            portion (Fig. 1). Welded specimens of two types were prepared: one was welded along the axial
            direction, the other was along the direction of the circumferential direction, as shown in Fig.
            l(b) and (c).  Specimens were machined from blocks of welded two plates as shown in Fig. 2.
            TIG welding was used and the weld was 7 mm wide. Figure 3 shows the microstructure of the
            weldment. The average grain diameters were about 50 prn in the weld metal and about 20 pm
            in the base metal.


            Table 1. Chemical compositions of materials (wt%).

            i) Base metal
               C    Si   Mn    P     S    Ni   Cr    Co   Mo    W     Fe
              0.06  0.40  0.69  0.013  0.001  Bal.  21.7   1.0   8.9   0.50   17.6
            ii) Weld metal
               C    Si   Mn    P     S    Ni   Cr    Co   Mo    W     Fe     Cu
              0.10  0.006  0.57  0.009  0.006  Bal.  21.65  0.93   8.9   0.73   18.6   0.08


            Table 2. Mechanical properties of the materials.

                          00.2 (MPa)  OB (MPa)  Elongation  (%)
               Base metal    382       764         52.1
               Weld metal    415       753         40.0
   74   75   76   77   78   79   80   81   82   83   84