4. example#

The following command file calculates, by two substructuring methods, the flexure modes of a plate embedded in its center:

  • cyclic method,

  • classical method.

Then with the command DEFI_SQUELETTE, a visualization mesh is created (skeleton mesh). After expressing the results in physical space, the visualization mesh and results are added to a file RESULTAT in IDEAS format.

4.1. Command file#

#

# CALCUL PAR SOUS - STRUCTURATION CYCLIQUE

#

# CALCUL DES MODES PROPRES CYCLIQUES

#

mod_cy = MODE_ITER_CYCL (BASE_MODALE = bamo,

NB_MODE = 5, NB_SECTEUR = 4,

LIAISON = _F (DROITE =' DROITE ', GAUCHE =' GAUCHE'),

CALCUL = _F (TOUT_DIAM =' OUI ', NMAX_FREQ = 2),

INFO = 1)

#

CREATION FROM MAILLAGE FROM CALCUL

#

quel1 = DEFI_SQUELETTE (MODE_CYCL = mod_cy,

SECTEUR = _F (GROUP_MA = 'CALCUL'))

#

CREATION FROM MAILLAGE FROM VISUALISATION

#

quel2 = DEFI_SQUELETTE (MODE_CYCL = mod_cy,

SECTEUR = _F (GROUP_MA = 'VISUAL'))

#

# RESTITUTION DES RESULTATS SUR LES MAILLAGES SQUELETTES

#

modgl1 = REST_SOUS_STRUC (RESU_GENE = mod_cy, SQUELETTE = quel1)

modgl2 = REST_SOUS_STRUC (RESU_GENE = mod_cy, SQUELETTE = quel2)

#

...


# CALCUL PAR SOUS - STRUCTURATION CLASSIQUE

#

CALCUL FROM MACRO - ELEMENT

#

macele = MACR_ELEM_DYNA (BASE_MODALE = bamo)

#

CALCUL FROM MODELE GENERALISE

#

fashion = DEFI_MODELE_GENE (

SOUS_STRUC =_F (NOM =' CARRE1 ',

MACR_ELEM_DYNA = macele),

SOUS_STRUC =_F (NOM =' CARRE2 ',

MACR_ELEM_DYNA = Macele,

ANGL_NAUT =( 90., 0., 0. )),

SOUS_STRUC =( NOM =' CARRE3 ',

MACR_ELEM_DYNA = Macele,

ANGL_NAUT =( 180.,0.,0. )),

SOUS_STRUC =( NOM =' CARRE4 ',

MACR_ELEM_DYNA = Macele,

ANGL_NAUT =( 270., 0., 0. )),

LIAISON =_F (SOUS_STRUC_1 =' CARRE1 ',

SOUS_STRUC_2 =' CARRE2 ',

INTERFACE_1 =' GAUCHE ',

INTERFACE_2 =' DROITE '),

LIAISON =_F (SOUS_STRUC_1 =' CARRE2 ',

SOUS_STRUC_2 =' CARRE3 ',

INTERFACE_1 =' GAUCHE ',

INTERFACE_2 =' DROITE '),

LIAISON =_F (SOUS_STRUC_1 =' CARRE3 ',

SOUS_STRUC_2 =' CARRE4 ',

INTERFACE_1 =' GAUCHE ',

INTERFACE_2 =' DROITE '),

LIAISON =_F (SOUS_STRUC_1 =' CARRE4 ',

SOUS_STRUC_2 =' CARRE1 ',

INTERFACE_1 =' GAUCHE ',

INTERFACE_2 =' DROITE '))

#

...


CREATION FROM MAILLAGE FROM VISUALISATION


squel = DEFI_SQUELETTE (MODELE_GENE = MODEGE

SOUS_STRUC =_F (NOM =' CARRE1 ',

GROUP_MA = 'VISUAL'),

SOUS_STRUC =_F (NOM =' CARRE2 ',

GROUP_MA = 'VISUAL'),

SOUS_STRUC =_F (NOM =' CARRE3 ',

GROUP_MA = 'VISUAL'),

SOUS_STRUC =_F (NOM =' CARRE4 ',

GROUP_MA = 'VISUAL'))

#

# RESTITUTION DES RESULTATS SUR THE MAILLAGE SQUELETTE

#

modglo = REST_SOUS_STRUC (RESU_GENE = resgen,

SQUELETTE = what)

#

4.2. Graphic results#

_images/100D4D240000314D00001F367215AE98DE96D0EF.svg

The calculation meshes and skeleton of the embedded plate are presented above with respectively the modal deformations of the second mode.