[Paraview] Impossible to see a movement.

[A. Kapetanovic]

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Hi,

Thanks for your reply.

Of course I have data to share. The rmed result comressed file is too 
big (35 MB), so I send here the hdf and comm files, you only need to 
compute the (3) meshes and to run the simulation to have this rmed file.

Say me if you need something else, I hope all is clear enough like this   :)

Amel


Le 08. 07. 15 15:44, Utkarsh Ayachit a ?crit :
> Do you have a sample dataset to share? That'll make this easier.
>
> Typically, movement comes from one of the following:
> 1. Readers: the reader itself translates the points in the grid as time
> changes
> 2. Filters: if the grid doesn't change but has attributes that indicate
> the displacement, one can apply a filter to transform the grid using
> those displacement vectors.
>
> Utkarsh
>
> On Wed, Jul 8, 2015 at 3:59 AM <aka at alphanet.ch
> <mailto:aka at alphanet.ch>> wrote:
>
>     Hi,
>
>     I am using Paraview with Salome-Meca + Code_Aster and I have e little
>     problem : impossible to see the movement of a part that is moving.
>
>     In fact the simulation is very simple : I have 2 cylinders, one is
>     fixed by
>     one face and the other have a movement on a face. The simulation
>     converges
>     and when I open the mmed or rmed file (result) with Paraview,
>     impossible to
>     see any movement even if I clic "play".
>
>     Simply nothing happens.
>
>     Can please someone help me ?
>
>     Best regards,
>
>     Amka
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DEBUT();

#Materials_______________________________________________________________________
Mater = DEFI_MATERIAU( ELAS = _F( E = 200.0E9, NU = 0.3));

#Mesh__________________________________________________________________________
Mesh = LIRE_MAILLAGE( FORMAT = 'MED');

Mesh = MODI_MAILLAGE( reuse        = Mesh,
                      MAILLAGE     = Mesh,
                      ORIE_PEAU_3D = _F( GROUP_MA = ('m1ct', 'm2mct')));

ChamMatr = AFFE_MATERIAU( MAILLAGE = Mesh,
                          AFFE     = ( _F( TOUT  = 'OUI',
                                           MATER = Mater)));

#Model__________________________________________________________________________
Model = AFFE_MODELE( MAILLAGE = Mesh,
                     AFFE     = _F( TOUT         = 'OUI',
                                    PHENOMENE    = 'MECANIQUE',
                                    MODELISATION = '3D'));

#BCs____________________________________________________________________________
CharMec1 = AFFE_CHAR_MECA( MODELE   = Model,
                           DDL_IMPO = ( _F(GROUP_MA = 'm2mref',
                                           LIAISON  = 'ENCASTRE')));

CharMec2 = AFFE_CHAR_MECA( MODELE   = Model,
                           DDL_IMPO = _F( GROUP_MA = 'm1ref',
                                          DX = 0.0, DY = 0.0, DZ = -3 ));

petiteF = AFFE_CHAR_MECA ( MODELE = Model,
                           FORCE_FACE =  _F( GROUP_MA = 'm1bout', FZ = 1 ));
                                   
fmul = DEFI_FONCTION( NOM_PARA = 'INST', VALE = ( 0.0, 0.0, 1.0, 1.0));
                                                     
CharCont = DEFI_CONTACT ( MODELE      = Model,
                          FORMULATION = 'CONTINUE',
                          ZONE        = _F( GROUP_MA_MAIT = 'm1ct' ,
                                            GROUP_MA_ESCL = 'm2mct',)
                         );                 

#Solve__________________________________________________________________________
Listr8 = DEFI_LIST_REEL( DEBUT      = 0.0,
                         INTERVALLE = _F( JUSQU_A = 1.0,
                                          PAS     = 0.05 ));

Result = STAT_NON_LINE( MODELE = Model,
                    CHAM_MATER = ChamMatr,  
                    EXCIT = ( _F(CHARGE     = CharMec1),
                              _F(CHARGE     = petiteF),
                              _F( CHARGE    = CharMec2,
                                  FONC_MULT = fmul)),
                    CONTACT   = CharCont,                 
                    COMP_ELAS = _F( RELATION  = 'ELAS'), 
                    INCREMENT = _F( LIST_INST = Listr8),
                    NEWTON    = _F( MATRICE   = 'TANGENTE',
                                    REAC_ITER = 1,),
                    CONVERGENCE = _F( RESI_GLOB_RELA = 0.0001,
                                      ITER_GLOB_MAXI = 30),
                    );

#Results________________________________________________________________________
Result = CALC_CHAMP( reuse = Result, RESULTAT = Result,
                  CRITERES = 'SIEQ_ELNO');

IMPR_RESU( FORMAT = 'MED',
          RESU = _F( MAILLAGE = Mesh,
                  RESULTAT = Result));
                
#End____________________________________________________________________________
FIN();