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$$$$ CRITLOC  NOTICE  CHAT      11/09/12    21:15:40     7124           
                                             DATE     11/09/12
                                             
  Procedure CRITLOC                        Voir aussi :
    ------------------   
    TAB1 = CRITLOC  TAB2 ;
                                  TAB2.'TNONL' .'OBJMO' .'RICE'
                                      .'RICE' .'EPSILON' .'SIGMA'
                                      .'ALPHA' .'BETA' .'EPSC'
                                      .'LAMBDA' .'SIG0' .'SIGC
                                      .'WEIBULL' .'V0' . 'M'
                                      .'TEMPER'.  'SIGU'  'TEREF'
                                      .'XMULT' .'IC'  .'N'


    Description :
    _____________

    The CRITLOC procedure enables the user to apply one of
 the following local criteria for rupture analysis :

    - Weibull criterion for clivage rupture
    - Rice criterion for ductile rupture


    Description of input and output data :
    ______________________________________


    1) When using new objects MMODEL and MCHAML 


    TAB2 (table type) :
    _________________

      TAB2.'TNONL'   : table resulting from the nonlinear calculation
                       (PASAPAS procedure results)
      TAB2.'OBJMO'   : model object corresponding to the geometric
                       region where the criterion is expected to
                       be applied in the case of Rice criterion,
                       complete model object in the case of 
                       Weibull criterion

      If Rice criterion for ductile rupture is requested :

      TAB2.'RICE'    : VRAI (true)
      TAB2.'EPSILON' : VRAI if strain-controlled cohesion rupture 
      TAB2.'SIGMA'   : VRAI if stress-controlled cohesion rupture 

      If TAB2.'EPSILON' is VRAI (true), the criterion parameter data
      must be supplied :

      TAB2.'ALPHA'   : model parameters
      TAB2.'BETA'
      TAB2.'EPSC'    : strain required with the creation of cavities

      IF TAB2.'SIGMA' is VRAI (true) the criterion parameters must be
      supplied :

      TAB2.'ALPHA'   : model parameters
      TAB2.'BETA'
      TAB2.'LAMBDA'  : depends on the inclusion shape ratio and 
                       on the sampling direction
      TAB2.'SIG0'    : material elastic limit
      TAB2.'SIGC'    : stress required with the creation of cavities

      If Weibull criterion for clivage rupture is requested :

      TAB2.'WEIBULL' : VRAI (true)

      TAB2.'V0'      : constant connected with the size of the material 
                       microstructure 
      TAB2.'M'       : Weibull parameter
      TAB2.'TEMPER'  : equals 1 when the clivage stress (named also 
                       material constant measuring its resistance to clivage) 
                       varies with the temperature
                       equals 0 otherwise
      TAB2.'SIGU'    :  evolution object (type EVOL) representing the
                        variation of sigu with the temperature if temper = 1
                       or value of sigu (type constant) if temper = 0
      TAB2.'XMULT'   : used for plastified volume calculation 
                 and equals : 1 if the whole structure is modeled
                              2 if there is one symmetry 
                              4 if there are two symmetries
      TAB2.'IC'      : equals 1 or 0 depending on whether the plastic 
                       strain effect on the clivage is wished to be
                       taken into account 

      For  PLANE cases   the following must also be provided
      TAB2.'EPAI'    : thickness of the structure

      If TAB2.'TEMPER' equals 1, the following must also be provided :
      TAB2.'TEREF'   : temperature of reference: the Weibull stress is
                       calculated at this temperature (SIGW depends on
                       SIGU(TEREF) ) 

      If TAB2.'IC' equals 1, the following must also be provided :
      TAB2.'N'       : equals 2 or 4 in most cases


    TAB1 (table type) :
    _________________

    If Rice criterion for ductile rupture is requested :

      the procedure supplies the values averaged by an element of :

      TAB1.'TAUX'    : growth rate         R/R0   (MCHAML type)
      TAB1.'RAPPORT' : triaxiality rate   Sm/Seq  (MCHAML type)
      TAB1.'SIGEQ'   : Von Mises stress           (MCHAML type)
      TAB1.'EPSEQ'   : accumulated plast. strain  (MCHAML type)
         and (if SIGMA option)
      TAB1.'CONTDECO': local stress               (MCHAML type)
      TAB1.'CPRINMAX': maximum principal stress   (MCHAML type)

    If Weibull criterion for clivage rupture is requested :   
      TAB1.'SIGW'    : Weibull stress (FLOTTANT type)
                       when SIGU is an evolution object, SIGW depends on SIGU(TE
      TAB1.'PROB'    : probability of rupture (FLOTTANT type)
                      when SIGU is a constant, PROBA = 1 - EXP ( - (SIGW/SIGU)**
                      when SIGU is an evolution object, PROBA = 1 - EXP ( - (SIG
      TAB1.'VPLAS'   : plastic volume (FLOTTANT type)
      TAB1.'SIGPMAX' : maximum pincipal stress (FLOTTANT type)
      TAB1.'ELEMENT' : element associated with SIGPMAX (MAILLAGE type)
      TAB1.'EPSEQ'   : plastic strain associated with SIGPMAX
                       (FLOTTANT type)


    Note :
    ________

    The CRITLOC procedure works as a pre-processor for elastoplastic
 calculations; as a result, the input datum TAB2.'TNONL' is a TABLE
 type object constructed by means of the PASAPAS procedure.

    The criterion parameters must be supplied, as well as the model
 object corresponding to the geometric region where the criterion is 
 expected to be applied.
    
    The output datum is a table containing several tables in which 
 the probability of rupture for Weibull criterion and the growth 
 rate of the cavities for each element of the geometric region 
 considered for Rice criterion are stored. This is true for each
 elastoplastic calculation step.

    Intermediate calculation results such as Weibull stress or the
 triaxiality rate are also supplied.
   
    IMPORTANT : this procedure works only with solid elements.
    ---------   




 
 
 
 

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