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Introduction  to  Mechanics  of  Continua                                                   21



                          D
                          5  |  evede  =  |  ex  +  pa;  +  pujdiv  v)  dv  =  [  exide.

                              D              D                                       D

                 Under  these  circumstances,  the  above  equations  become



                                           [  cade  =  [taa+  |  ptav

                                          D              S           D
              and



                                  [=x  padv=  [rx  Tada+  fr  x  pao,

                                  D                  Ss                 D

              both  equalities  being  valid  for  any  subsystem  P  C  M  and  implicitly  for
              any  domain  DC  D.
                 A  direct  application  of  the  momentum  variation  principle  is  Cau-
              chy’s  lemma  which  establishes  that,  at  any  moment  and  at  any  point  r
             from  a  surface  element  of  orientation  given  by  n,  the  stress  vector  T,

              supposed  continuous  in  r,  satisfies  the  action  and  reaction  principle,  Le.,
              [33]  T (r,n,t)  =  —T  (r,  —n,?).


              2.4        The  Cauchy  Stress  Tensor

                 As  the  stress  vector  T,  evaluated  at  a  point  r,  does  not  depend  only
              on  r  and  #  but  also  on  the  orientation  of  the  surface  element  where  the
             point  is  considered  (i.e.,  on  n),  this  vector  cannot  define  the  stress  state
              at  the  respective  point.       In  fact,  at  the  same  point  r,  but  considered
              on  differently  oriented  surface  elements,  the  vectors  T  could  also  be

              different.  This  inconvenience  could  be  overcome  by  the  introduction,
              instead  of  an  unique  vector  T,  of  a  triplet  of  stress  vectors  T;  whose
              components  with  respect  to  the  coordinates  axes  will  form  a  so-called
              tensor  of  order  2.  This  stress  tensor,  introduced  by  Cauchy,  is  the  first
             tensor  quantity  reported  by  science  history.
                 The  triplet  of  stress  vectors  thus  introduced  will  be  associated,  at

             every  moment,  to  the  same  point  r  but  considered  on  three  distinct
              surface  elements  having,  respectively,  the  outward  normal  parallel  with
              the  unit  vectors  i;  of  the  reference  system,  namely  T;  =  T(r,i,;,¢)  (@  =
              1,2,3).  Let  us  denote  by  4%;  (¢  =  1,2,3)  the  components  on  the  axes
              Oz;  of  the  vector  T;,  Le.,  Tj  =  743  ij.
                 We  will  show,  in  what  follows,  that  the  stress  state  at  a  point  r,  at
              every  moment  ¢,  will  be  characterized  by  the  triplet  of  these  vectors

              T;  or,  synonymously,  by  the  set  of  the  nine  scalars  7;  (¢  =  1,2,3;
             gj  =  1,2,3)  which  depend  only  on  r.  Precisely,  we  will  show  that  the
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