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Introduction  to  Mechanics  of  Continua                                                   33


             of  the  motion  equations  of  particles  within  the  microscopic  theory  and

             which,  in  our  phenomenological  approach  are  given  by  experience  as
             physical  laws,  will  be  designated  as  constitutive  or  behaviour  laws  or
              simply  “stresses-deformations”  relations               (in  fact  they  are  functional
             dependences  between  the  stress  tensor  and  the  mecanical  and  thermo-
             dynamical  parameters  which  are  associated  to  the  motion,  between  the
             quantities  which  characterize  the  deformation  and  the  stresses  which
              arise  as  a  reaction  to  this  deformation).

                 Noll  has  given  a  set  of  necessary  conditions,  in  the  form  of  general
             principles,  which  should  be  fulfilled  by  any  constitutive  law.  By  using  the
             necessary  conditions,  some  general  dependences  between  the  mechanical
              and  thermodynamical  parameters  will  be  “filtered”  and  thus  a  screening
             of  real  candidates  among  different  “stresses-deformations”  relations  is

             performed  [95].
                 In  what  follows  we  will  present,  in  short,  the  most  important  of  such
             principles  (the  details  could  be  found  in  [95]).
                 The  first  principle  is  that  of  dependence  on  “the  history”  of  the  ma-
              terial.   According  to  this  principle  the  stress  state  at  a  certain  point

              of  the  deformable  continuum  and  at  a  given  moment,  depends  on  the
             whole  “history”  of  the  evolution  (from  the  initial  to  the  given  considered
             moment)  of  the  entire  material  system.             In  other  words,  this  principle
             postulates  that  the  stress  at  a  point  of  continuum  and  at  a  certain  mo-
             ment  is  determined  by  a  sequence  of  all  the  configurations  the  continuum
             has  passed  through  from  the  initial  moment  till  the  considered  moment

              (included).
                 A  second  principle  which  is  in  fact  a  refinement  of  the  previous  prin-
              ciple  is  that  of  spatial  localization.      According  to  this  principle,  to  de-
             termine  the  stress  state  at  a  certain  point  and  at  a  certain  moment  f,
              not  the  whole  history  of  the  entire  continuum  is  required  but  only  the

              history  of  a  certain  neighborhood  of  the  considered  point.
                 Finally,  the  most  powerful  (by  its  consequences)  principle  would  be
             that  of  objectivity  or  material  frame  indifference.            | According  to  this
             principle  a  constitutive  law  should  be  objective  and  so  frame  invariant
             which  agrees  with  the  intrinsic  character  of  such  a  law.

                 An  important  consequence  of  this  objectivity  principle  is  the  impos-
              sibility  of  the  time  to  appear  explicitly  in  such  a  law.
                 If  in  a  constitutive  law  the  point  where  the  stress  is  evaluated  does
              not  appear  explicitly,  the  respective  medium  is  called  homogeneous.  The
             homogeneity  is  also  an  intrinsic  property  of  the  medium.                   It  can  be
              shown  then  if  there  is  a  reference  configuration  where  the  medium  is

             homogeneous  that  it  will  keep  this  quality  in  any  other  configuration
              [150].
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