Page 128 - Biaxial Multiaxial Fatigue and Fracture
P. 128

Long-Life Multiaxial Fatigue of a Nodular Gmphite Cast Iron   113

           Specimens

             Both tubular and solid axial test specimens were used for this study. The cast ingots were
           first sawn into rectangular bars  and finally turned to the dimensions shown in  Fig.  5. Axial
           polishing  using successively finer grades of  emery paper  and diamond paste  was used.  For
           torsion loading tubular specimens were chosen to minimize the effect of stress gradients. Either
           specimen  geometry  would  be  suitable  for  tension  loading,  but  the  solid  specimens  are
           significantly  less  expensive  to  manufacture. It  can  be  noted  that  both  the  highly  stressed
           volume and  surface area of  the tubular specimen are 221 lmm3 and  1206mm2, respectively.
           Comparable values for the solid specimen are 3392mm3 and 1131mm2. These values are close
           enough so that size effects are not expected to significantly influence the test results.






















                    Fig. 5. a) Torsionhiaxial and b) axial test specimens (Dimensions mm).


           Testing
           hading of  the tubular specimens was stress controlled cyclic torsion or equi-biaxial tension,
           i.e., proportional axial load with internal pressure. The stress ratio for both torsion and biaxial
           testing was R = 0.1. Solid specimens were used for the uniaxial tests at a constant tensile mean
           stress of  182 MPa. Loading continued until a fatigue crack propagated through the 2.0 mm
           thick wall of the specimen or until 2 x lo6 fatigue cycles had been reached. Surface length of
           the cracks at failure was 3 to10 mm. The test matrix is shown in Table 2.

                                       Table 2. Test matrix
                 Stress state   h = 02 / 01   R = 01 ,min I  01 ,max   Om (MPa)
                   torsion        -1            0.1            variable
                biaxial tension   0.98          0.1            variable
               uniaxial tension   0           variable           I82
   123   124   125   126   127   128   129   130   131   132   133