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$$$$ CHAN     NOTICE  GOUNAND   14/01/31    21:15:01     7925           
                                             DATE     14/01/31
                                             
    Operateur CHANGER                        Voir aussi : RELA ACCR
    -----------------                                     CMCT   

    Depending on the data, the functions of this operator are
    different. The general syntax and the options are the following :

   
   OBJET1 = CHAN (MOT1) OBJET2 (OBJET3)(OBJET4) (OBJET..) (MOT2) (MOT3);

------------------------------------------------------------------
|  OBJET1   |  MOT1      | OBJET2   | OBJET3   |    MOT2     | MOT3
------------------------------------------------------------------
|  MAILLAGE | (TYPE)     | MAILLAGE   ;
|  CHPOINT  |  'CHPO'    | MMODEL   | MCHAML   | ('MOYE')  ;
                                               | ('SOMM')  
|  MCHAML   | 'NOEUD'    | MMODEL   | MCHAML  ; 
            | 'GRAVITE'  |
            | 'RIGIDITE' |
            | 'MASSE'    |
            | 'STRESSES' |
|  MCHAML   | 'CHAM'     | CHPOINT  | MAILLAGE  ;
                         | CHPOINT  | MMODEL   | ('NOEUD')   | (TYP1) ;
                                               | ('GRAVITE') |
                                               | ('RIGIDITE')|
                                               | ('MASSE'   )|
                                               | ('STRESSES')|
|  MCHAML   |  'TYPE'    | MCHAML   |          |   TYP1    ;
|  MCHAML   |  'CONS'    | MCHAML   |          |   MOT1    ;
|  MMODEL   |  'CONS'    | MMODEL   |          |   MOT1    ;
|  CHPOINT  | 'ATTRIBUT' | CHPOINT  |          |'NATURE'    | 'INDETER';
                                                            | 'DIFFUS'   
                                                            | 'DISCRET'  
|   MATRIK  | 'INCO'     |   MATRIK  | LMOT1  LMOT2  LMOT3  LMOT4   ;
|  RIGIDITE | 'DEPE'     |  RIGIDITE    ;
|  RIGIDITE | 'INCO'     |  RIGIDITE | LMOT1  LMOT2  LMOT3  LMOT4  
                                     |             'COMPL'                  
               | ('SYME') | 
               | ('ANTI') | ('MULT') ;
               | ('QUEL') |

| RIG1  RIG2 | 'COND'    | RIGIDITE  ;

|  CHPOINT  | 'COMP'     | MOT1              | CHPOINT
                         | LISTMOT1 LISTMOT2 |        

                |('NATU' |'INDETER'  
                         |'DIFFUS'                  
                         |'DISCRET');

|  MCHAML   | 'COMP'     | MOT1              | CHE1  ;
                         | LISTMOT1 LISTMOT2 |                
| CHARGEME  | 'TABL'     | CHARG1  MOT1      |  ;
| MOT       | 'MAJU'     | MOT               |  ;
            | 'MINU'     |


    -----------------
    | 1st  function |
    -----------------

    GEO2 = CHAN (TYPE) GEO1  ;         

   The CHAN operator constructs a MESH GEO2 which is identical to 
   the MESH GEO1, but composed of elements of the requested type TYPE
   (MOT type). By default, the current type is taken into account (see
   OPTION). 
   If GEO1 is made of full quadratic elements, TYPE can take one of the
   following values : 'TRI3', 'QUA4', 'TET4', 'PYR5', 'CUB8'.

   If the word 'LIGNE' is provided as TYPE, the generated mesh will 
   consists solely of lines. 
   If the word 'LINEAIRE' is provided as TYPE, each quadratic element
   of the mesh will be replaced by a linear one.  
   If the word 'QUADRATIQUE' is provided as TYPE, each linear element
   of the mesh will be replaced by a quadratic one.  
   If the word 'QUAF' is provided as TYPE,  each 'QUADRATIQUE' element
   of the mesh will be replaced by a full quadratic one needed for
   fluid : TRI6 -> TRI7, QUA8 -> QUA9  CU20 -> CU27 etc.

    -----------------
    | 2nd  function |
    -----------------
    CHP2 = CHAN  'CHPO'  MODL1 CHAM1 ( 'MOT1' );


   The key word 'CHPO' will bring about the CHAN operator to 
   construct the CHPOINT CHPO2 from a new field by element CHAM1
   (MCHAML type) lying on the mesh nodes and underlying the MODL1
   model (MMODEL type), by averaging the values at the adjacent 
   element nodes if the word MOT1 is forbidden or if it is equal to
   'MOYE'. If the value of MOT1 is 'SOMM' the nodal values will be the 
   sum of the contributions of each element.

   These values at nodes are defined either by extrapolation 
   from known values inside the element for a field of SCALAIRE
   subtype, by using a least squares method and the shape
   functions of the element, or by averaging directly those
   values for the fields of any other type.
   The nature of the CHPOINT CHP2 is 'diffus'.

    -----------------
    | 3rd  function |
    -----------------
    CHAM2 = CHAN  | 'NOEUD'    |  MODL1  CHAM1  ;
                  | 'GRAVITE'  |
                  | 'RIGIDITE' |
                  | 'MASSE'    |
                  | 'STRESSES' |


   One of the following key words 'NOEUD', 'GRAVITE', 'RIGIDITE',
   'MASSE', or 'STRESSES' will bring about the CHAN operator to
   construct from a new field by element CHAM1 (MCHAML type) and from 
   a model object MODL1 (MCHAML type), a field by element CHAM2 of 
   the same type as that given on input, lying respectively on the
   nodes, centres of gravity, stiffness integration points, mass
   integration points, and element stress calculation points. For this 
   purpose, a least squares method is used together with the shape
   functions of the element.


    -----------------
    | 4th  function |
    -----------------
    CHAM1 = CHAN  'CHAM'  CHPO1  | GEO1  ;
                                 | MODL1 | ('NOEUD')  | (TYP1) ;
                                         | 'GRAVITE'  |
                                         | 'RIGIDITE' |
                                         | 'MASSE'    |
                                         | 'STRESSES' |


   The keyword 'CHAM' will bring about the CHAN operator to create 
   a new field by element CHAM1 (MCHAML type) from a field by point 
   CHPO1 (CHPOINT type) lying on a MESH GEO1 or on a MMODEL MODL1.
   For this last case, the user may indicate the place where he wishes 
   the MCHAML to lie: at the nodes (option by default), on the centre 
   of gravity, on the stiffness integration points, on the mass 
   integration points, on the stress calculation points in the elements.
   The user may also indicate a TYP1 subtype (MOT type) for the generated 
   MCHAML (a blank by default).
   In the case of temperature field with shell elements integrated in
   thickness, T is calculated from T,TINF and TSUP with a parabolic 
   variation of temperature in thickness.

  
    -----------------
    | 5th  function |
    -----------------

    CHAM2 = CHAN  'TYPE'  CHAM1   TYP1  ;


   The key word 'TYPE' will bring about the CHAN operator to create
 a new field by element CHAM2 (MCHAML type) with the subtype
 described by the string TYP1 from a new field by element CHAM1
 (MCHAML type).
 

    -----------------
    | 6th  function |
    -----------------

    No more used fonction.


    -----------------
    | 7th  function |
    -----------------

    CHP2 = CHANGER  'ATTRIBUT' CHP1  'NATURE'    | 'INDETER'  |
                                                 | 'DIFFUS'   |
                                                 | 'DISCRET'  |  ;


With the key word 'ATTRIBUT', the operator will create a new field by
point (CHPOINT type) identical to the field by elment chp1 (CHPOINT
type) except for its attribut ,which can be modified by the other key
word of the command (For instance 'NATURE' and 'DIFFUS').
It is advised to keep the same order of the terms in the command, as 
specified in the above.



    -----------------
    | 8th  function |
    -----------------
 
    CHAM2 = CHAN  'CONS'  CHAM1   MOT1  ;

     
   The key word 'TYPE' will bring about the CHAN operator to create
 a new field by element CHAM2 (MCHAML type) whose subzones constituant
 name is MOT1. The field CHAM1 must have only one name of constituant. 

    
    -----------------                          
    | 9th  function |                                     
    -----------------    
    
     rig2 = CHAN  'DEPE'   RIG1   ;
    
                rig1  relations   matrix (rela accro)  
                rig2  dependence  matrix
                 
    A relation matrix is changed in dependence matrix .Allows to
    condense  by elimination of slaves d.o.f. ( see use of CMCT) 
    If this matrix is passed in RESOU whith others matrix and border
    conditions matrix  instead of the matrix relation from which it is
    derived , the result is identical but solving has been performed
    on a matrix ol smaller size
                        
 
    
    -----------------                           
    | 10th  function |                                      
    -----------------        
     
   rig2  = CHAN  'INCO'  RIG1  | LISTMOT1 LISTMOT2 LISTMOT3 LISTMOT4 
                               | 'COMPL'    

              | ('SYME') |
              | ('ANTI') | ('MULT') ;
              | ('QUEL') |

            rig1 object of type rigidite
            LISTMOT1 LISTMOT2 LISTMOT3 LISTMOT4 objetcs of type listmots

      To change names of primal or dual unknowns of a matrix. LISTMOT1 
      and LISTMOT2, with same length, are actual names of primal unknows
      and new names. LISTMOT3 and LISTMOT4 act on dual names of unknows.

      If the word COMPLEX is used, each names of unknowns is prefixed
      with the letter I. 

      If necessary, the type of the stiffness matrix can be modified 
      with 'SYME' (symetrical matrix), 'ANTI'(antisymetrical matrix) 
      or 'QUEL' (full matrix). By default, rig2 has the same type than
      rig1.  

      Attention, in order to compute the Lagrange multipliers, names of 
      unknowns must be in a pre-defined list. This is the case of the 
      unknowns generated by COMPLEX.         
        
      Keyword 'MULT' allows one to change the name of the Lagrange 
      multiplier unknowns.

    
    -----------------                           
    | 11th  function |                                    
    -----------------        
     
    -----------------

    rig2 rig3 = CHAN  'COND'   RIG1   ;
    
                rig1 relations matrix ( rela accro )
                rig2 condensation matrix 
                rig3 duale  matrix of  rig2 
                
        If a condensation  outside RESOU is needed by CMCT operator
        folowed by a resolution  the rigth hand side must be 
        also condensed by :
        
                chpo3 = chpo2 * rig3 
                 
        back substitution  on eliminated d.o.f.
        
                chpo4 = solution * rig2 ; 


    -----------------
    | 12th  function |
    -----------------
 
    MOD2 = CHAN  'CONS'  MOD1   MOT1  ;
    
   The key word 'TYPE' will bring about the CHAN operator to create
 a new object MOD2 (MCHAML type) whose subzones constituant
 name is MOT1. MOD1 (MMODEL type) must have only one name of constituant.




    -----------------
    | 13th  function |
    -----------------


    CHPO2 = CHAN 'COMP' | MOT1              | CHPO1 ( 'NATU' |'INDETER'
                        | LISTMOT1 LISTMOT2 |                |'DIFFUS'
                                                       |'DISCRET' ) ;

    CHE2 = CHAN 'COMP' | MOT1              | CHE1  ;
                       | LISTMOT1 LISTMOT2 |                

    Description :
    ____________

    With the keyword 'COMP', the operator creates a new field
    by points, or field by elements,
    and renames some components. The field by elements must be one
    constituant. When the field by points, or the field by elements, is
    one component, the syntax specifiing an object MOT is used.
    In the other cases,  the names included in the first sublist of 
    components are replaced by those of the second one.

    Contents :
    __________

    CHPO1   : field by points (CHPOINT type)
 
    CHE1   : field by elements (MCHAML type)

    MOT1    : new name allocated to the component (MOT type)

    LISMOT1 : list of components to replace  (type LISTMOTS)

    LISMOT2 : list of new components (type LISTMOTS)

    CHPO2   : generated object (CHPOINT type)
 
    CHE2   : generated object (MCHAML type)

    Notes :
    _______

    1. The components names are 4 characters.

    2. The list LISMOT1 of components to replace can be only a sublist
 of the list of all components. The i-th component of LISMOT1 will be 
 replaces with the i-th component of LISMOT2 (these lists are supposed
 to have the same length, which is inferior or equal to the number of 
 components).



    -----------------
    | 14th  function |
    -----------------
    
      CHARG1= 'CHAN' 'TABL' CHARG2  MOTYP;   
      
    Description :
    ____________

    The purpose of this option is to describe the object "CHARGEME" 
    with the description Table-Table ( and not Chpoint-Evolution) 
    in order to reduce the access time by TIRE operator. This is 
    usefull in case of very high number of elementary "chargement" 
    by example for seismic analysis..
        

    Contents :
    __________      
      
     CHARG2 : object of type "CHARGEME" ( loads)
     
     MOTYP  : oject of type "MOT" (word) defining the type of loads
     
     CHARG1 : result object of type "CHARGEME" which is the duplication of
              charg1 but presented differently.


    -------------------
    | 15th   Function |
    -------------------

      MOT2 = 'CHAN'  | 'MAJU' | MOT1 ;
                     | 'MINU' |
 
    Description :
    _____________

    Change a character string's case.
    Using 'MAJU' keyword, lowercase letters are upcased.
    Using 'MINU' keyword, upcase letters are downcased.

    Comments :
    __________

    MOT2  : MOT type object (output)
    MOT1  : MOT type object (input)
 

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