Code_Aster ®
Version
6.4
Titrate:
Structure of data dyna_trans
Date:
07/08/03
Author (S):
E. BOYERE
Key: U5.01.21-D Page:
1/4
Organization (S): EDF-R & D/AMA
Handbook of Utilization
U5.0- booklet: Structures of data result
Document: U5.01.21
Structure of data dyna_trans
1 Significance
Structure of data gathering the results coming from a linear dynamic mechanical calculation
transient on physical basis.
2
Operators producing this structure of data
Operator Reference
DYNA_LINE_TRAN
[U4.53.02]
REST_BASE_PHYS
[U4.63.21]
LIRE_MISS_3D
[U7.02.31]
LIRE_RESU
[U7.02.01]
3
Operators using this structure of data
Operator Reference
CALC_ELEM
[U4.81.01]
CALC_FATIGUE
[U4.83.02]
CALC_NO
[U4.81.02]
DIST_LIGN_3D
[U4.MK.30]
IMPR_COURBE
[U4.33.01]
POST_RELEVE_T
[U4.81.21]
RECU_FONCTION
[U4.32.03]
Handbook of Utilization
U5.0- booklet: Structure of data result HT-66/03/002/A
Code_Aster ®
Version
6.4
Titrate:
Structure of data dyna_trans
Date:
07/08/03
Author (S):
E. BOYERE
Key: U5.01.21-D Page:
2/4
4 Variables
access
Variable of access
Significance
Type
NUME_ORDRE
Sequence number of the required field
I
INST
Moment of calculation
R
Characteristic:
The fields corresponding to NUME_ORDRE = 0 or INST = 0. correspond to the conditions
initial of calculation.
5 Parameters
associated
Nothing.
6 Fields
accessible
The list of the accessible fields is summarized in the table below:
Reference symbol
Significance
Type
ACCE
field of acceleration relating to the nodes
R/C
ACCE_ABSOLU
field of absolute acceleration to the nodes
R/C
DEGE_ELNO_DEPL
deformation generalized with the nodes by element calculated to leave
R
displacements
DEPL
field of displacement to the nodes
R/C
ECIN_ELEM_DEPL
kinetic energy by element
R
EFGE_ELNO_CART
generalized effort calculated with the nodes by element from
R/C
displacements in the total Cartesian reference mark
EFGE_ELNO_DEPL
generalized efforts calculated with the nodes by element from
R/C
displacements in the local reference mark
EFGE_NOEU_CART
generalized efforts realized with the nodes by element from
R/C
displacements in the total Cartesian reference mark
EFGE_NOEU_DEPL
generalized efforts realized with the nodes by element from
R/C
displacements in the local reference mark
EPOT_ELEM_DEPL
elastic deformation energy per element
R
EPSI_ELGA_DEPL
deformations linearized at the points of Gauss calculated to leave
R
displacements
EPSI_ELNO_DEPL
deformations linearized with the nodes by element calculated to leave
R
displacements
EPSI_NOEU_DEPL
linearized deformations realized with the nodes and calculated with
R
to leave displacements
EQUI_ELGA_EPSI
deformations equivalent to the points of Gauss
R
INVA_2: second invariant of
INVA_2SG: second invariant of signed by the trace of
PRIN_1, PRIN_2, PRIN_3: principal deformations
EQUI_ELGA_SIGM
constraints equivalent to the points of Gauss
R
VMIS: constraint of Von Mises
VMIS_SG: second invariant of Von Mises signed by the trace of
TRESCA: constraint of Tresca
PRIN_1, PRIN_2, PRIN_3: principal constraints
Handbook of Utilization
U5.0- booklet: Structure of data result HT-66/03/002/A
Code_Aster ®
Version
6.4
Titrate:
Structure of data dyna_trans
Date:
07/08/03
Author (S):
E. BOYERE
Key: U5.01.21-D Page:
3/4
EQUI_ELNO_EPSI
deformations equivalent to the nodes by element
R
INVA_2: second invariant of
INVA_2SG: second invariant of signed by the trace of
PRIN_1, PRIN_2, PRIN_3: principal deformations
EQUI_ELNO_SIGM
constraints equivalent to the nodes by element
R
VMIS: constraint of Von Mises
VMIS_SG: second invariant of Von Mises signed by the trace of
TRESCA: constraint of Tresca
PRIN_1, PRIN_2, PRIN_3: principal constraints
EQUI_NOEU_EPSI
deformations equivalent realized to the nodes
R
INVA_2: second invariant of
INVA_2SG: second invariant of signed by the trace of
PRIN_1, PRIN_2, PRIN_3: principal deformations
EQUI_NOEU_SIGM
constraints equivalent realized to the nodes
R
VMIS: constraint of Von Mises
VMIS_SG: second invariant of Von Mises signed by the trace of
TRESCA: constraint of Tresca
PRIN_1, PRIN_2, PRIN_3: principal constraints
FORC_NODA
nodal internal forces resulting from the field of deformation
R/C
REAC_NODA
nodal forces of reaction (difference between the nodal forces and
R/C
nonfollowing loadings)
SIEF_ELGA_DEPL
state of constraints (or generalized efforts) at the points of Gauss
R
calculated starting from displacements
SIGM_ELNO_CART
constraints calculated with the nodes by element from
R
displacements in the total reference mark
SIGM_ELNO_DEPL
constraints calculated with the nodes by element from
R
displacements
SIGM_NOEU_CART
constraints realized with the nodes starting from displacements in
R
the total reference mark
SIGM_NOEU_DEPL
constraints realized with the nodes starting from displacements
R
SIPO_ELNO_DEPL
constraints of the efforts of beam to the nodes by element
R
SIPO_NOEU_DEPL
constraints of the efforts of beam realized with the nodes
R
VITE
field speed to the nodes
R/C
Handbook of Utilization
U5.0- booklet: Structure of data result HT-66/03/002/A
Code_Aster ®
Version
6.4
Titrate:
Structure of data dyna_trans
Date:
07/08/03
Author (S):
E. BOYERE
Key: U5.01.21-D Page:
4/4
Intentionally white left page.
Handbook of Utilization
U5.0- booklet: Structure of data result HT-66/03/002/A
Outline document