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332                                                         Chapter 5
         in uniaxial  tension/compression. As a consequence‚ the equivalent stress by
         the Tresca criterion is formulated as:




          where      and     are the  maximum and  minimum values  of  the  three
          principal  stresses   and    which can  be calculated  as solutions of the
          third-degree algebraic equation:





         with      and   –  the  stress  invariant – being defined in terms of the three-
         dimensional  state of stress  components as:











          In a plane stress situation‚ the Tresca theory predicts that:






          Both von Mises  and  Tresca  yielding  criteria are  working well  for ductile
          materials.


          Example 5.23
             A microcantilever  of constant  rectangular  cross-section is  utilized in  a
          AFM reading experiment‚  where‚ at a given moment in time‚  the following
          forces act at its tip‚ as shown in Fig.  5.63:            and
              Determine the maximum stress induced in the microcantilever when  its
          narrow cross-section is defined by       and         The length of the
          microcantilever‚          is measured between the vertex of its tip and the
          anchor  root‚ and  the  distance h  is equal  to   The  microcantilever is
          metallic with a yield stress of


          Solution:
              The most loaded cross-section of the microcantilever is the one located at
          the anchor  root.  Bending moments  and  axial  tension combine  to produce
          normal  stresses‚  whereas the  tangential  stresses are  generated by torsion
          when shearing is  ignored.  The  loading at the  microcantilever’s  fixed root
          comprises the following components:
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