Download bloq.notice

Back to the list

Display this manual page in
$$$$ BLOQ     NOTICE  CHAT      11/09/12    21:15:13     7124           
                                             DATE     11/09/12

    Operateur BLOQUE                         Voir aussi : DEPI RELA
    ----------------                                      REAC    SYMT   
                                                          RESO    ANTI   
                                                          OPTI    MODE   

  -----------------
   1re possibilite
  -----------------

RIG1 = BLOQUE |('MAXI')| |          MOT1 ...                      | 
              |('MINI')| |      'RADIAL' POIN1 (POIN2)            |
                         |      'ORTHO'  POIN1 (POIN2)            |
                         |('DEPL')('ROTA') | ('DIRECTION' |VEC1 |)|
                         |                                |CHPO1| |

              GEO1 ;



    Description:
    ____________

    The BLOQUE operator constructs the RIG1 stiffness, which is
 associated with conditions of values imposed on the unknowns of a
 discretized problem. Later, this stiffness will have to be added to
 that of the structure.

    Contents:
    _________

    The non-zero values to be imposed must also be provided in a
 CHPOINT type object built by means of the DEPIMP operator.

    The conditions may either be of equality or of unilateral
 character, in which case it is advisable that the key word 'MINIMUM'
 or 'MAXIMUM' be specified, depending on whether you wish to limit
 the minimum or the maximum value of the involved unknowns. For
 eample, in case of a condition such as UX <EG 10.3, one should give :

         RIG1 = 'BLOQ' 'MAXI' 'UX' ;
         FO1  = 'DEPI' RIG1 0.3 ;

    'DEPL'  : key word for restraining all the moving degrees of
              freedom (see below for the supporting point in PLAN GENE)

    'ROTA'  : key word for restraining all the rotating degrees of
              freedom (see below for the supporting point in PLAN GENE)

    MOT1    : one or several names standing for the degrees of 
              freedom to be restrained (in this case, do not use the 
              two aforementioned key words).

    The possible names for the degrees of freedom are :

   mechanical degrees of freedom
   for a computation in MODE PLAN CONT :  UX   UY
   for a computation in MODE PLAN DEFO :  UX   UY
   for a computation in MODE PLAN GENE :  UX   UY   RZ(*) UZ   RX   RY
   for a computation in MODE AXIS      :  UR   UZ   RT
   for a computation in MODE FOUR      :  UR   UZ   UT    RT
   for a computation in MODE TRID      :  UX   UY   UZ    RX   RY   RZ
   for a computation in MODE UNID PLAN :  UX   UY   UZ(+)
   for a computation in MODE UNID AXIS :  UR   UZ(+)
   for a computation in MODE UNID SPHE :  UR


   (*)  only for COQ2 shell elements. Note that UZ, RX, RY are involved
   only at the node supporting the additionnal unknowns.
   (+) The UY and UZ nodal unknowns are only involved at the node supporting
   the generalized deformations for the 1D calculus modes.

    liquid degrees of freedom    :  P    PI

    thermal degrees of freedom   :  T

    darcy degrees of freedom     :  TH


    'RADIAL'   : key word for restraining the radial displacement with
                 respect to the POIN1 point in 2D.
                 to the POIN1 POIN2 axis in 3D.

    'ORTHO'    : key word for restraining the ortho-radial displacement
                 with respect to the POIN1 point in 2D.
                              to the POIN1 POIN2 axis in 3D.

    'DIRECTION': key word for restraining the displacement (by default)
                 or the rotation ('ROTA' key word) according to the
                 direction defined by the VEC1 vector (POINT type)
                 or the CHPO1 vector field (CHPOINT type).


    GEO1      : object in which the boundary conditions will be imposed 
                (MAILLAGE or POINT type)

    RIG1      : generated matrix (RIGIDITE type, RIGIDITE subtype)

    Remark: In case of generalized plane strains, the degrees of freedom
    ------- of the node supporting the additionnal unknowns have to be
            explicitly restrained.
            For example : RIG1 = 'BLOQUE' 'RX  ' pt1 ;
            The 'DEPL' and 'ROTA' keywords don't have to be used.

  ------------------
   2nde possibilite
  ------------------

       RIG2 = BLOQUE TAB1 ;

    Description:
    ____________

    Builds the stiffness matrices following the instructions 
    in TAB1 and sums them in  RIG2.

    Contents:
    _________

    TAB1 : TABLE type object, 'LIAISONS_STATIQUES' subtype, which 
    indices are integers and subobjects are TABLE type, these ones
    having the indices 
    'POINT-LIAISON' : POINT type (example p1)
    'DDL_LIAISON' : MOT type (example 'UX')
    The operator creates the RIGIDITE type object thus specified 
    and the related force term and puts them at the indices
    'BLOCAGE' : RIGIDITE type  (example (BLOQ P1 'UX'))
    'FORCE' : CHPOINT type (example (DEPI (BLOQ P1 'UX') 0.))

    RIG2 : RIGIDITE type, sums all the created matrices. 

 
 
 
 

© Cast3M 2003 - All rights reserved.
Disclaimer