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BiaxiaYMultiaxial Fatigue and Fracture
          Andrea Carpinten, Manuel de Freitas and Andrea Spagnoli (Eds.)
          Q Elsevier Science Ltd. and ESIS.  All rights reserved.              147







              FATIGUE LIMIT OF DUCTILE METALS UNDER MULTIAXIAL LOADING


                                 Jiping LIU' and Harald 2J3NNER2

                             1 Volkswagen AG, 38436 WoEfsburg, Germany
                          2 TU Clausthal, 38678 Clausthal-Zellerfeld, Germany




          ABSTRACT

          The further-developed Shear Stress Intensity Hypothesis (SM) is presented for the calculation
          of  the fatigue limit of  ductile materials under multiaxial loading. The fatigue limit behaviour
          for  different  cases  of  multiaxial  loading  is  analysed  with  SM  and  experimental  results,
          especially with the effect of  mean stresses, phase difference, frequency difference, and wave
          form. In a statistical evaluation, the further-developed SM provides a good agreement with the
          experimental results.
          KEYWORDS

          Fatigue limit, multiaxial loading, multiaxial criteria, weakest link theory


          INTRODUCTION

          A  multiaxial  stress  state  which  varies  with  time  is  generally present  at  the  most  severely
          stressed point  in  a structural component. The stress state is usually of  complex  nature. The
          individual  stress  components  may  vary  in  a  mutually  independent  manner  or  at  different
          frequencies, for instance, if  the flexural and torsional stresses on a shaft are derived from two
          vibrational systems with different natural frequencies.
            For assessing this multiaxial stress state, the classical multiaxial criteria, such as the von
          Mjses  criterion  or  the  maximum shear  stress criterion,  are  not  directly applicable.  This is
          illustrated in Fig.  1  for two load cases. In the first case, an alternating normal stress occurs in
          combination with an alternating shear stress with a phase shift of 90°, Fig. la. The second case
          involves  a  normal  pulsating tensile normal stress  cr,  and a compressively pulsating normal
          stress oy, Fig. Ib.  In both load cases, the principal stresses exhibit the same variation with time.
          In accordance with the classical multiaxial criteria, the same equivalent stresses are calculated
          in both cases. The endurance limits are very different, however, as is shown by experiments.
          This  is explained  by  the  fact  that the  principal direction can  vary  in  the case of multiaxial
          stress.  A  variable  principal  direction  is  not  taken  into  account by the  classical  multiaxial
          criteria.
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