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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
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
Organization (S):
EDF-R & D/AMA














Instruction manual
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]
background image
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
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
4 Variables
access

Variable of access
Significance
Type
NUME_ORDRE
Sequence number of the required field
I
INST
Moment of calculation
R

Characteristic:
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
displacements
R
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
displacements in the total Cartesian reference mark
R/C
EFGE_ELNO_DEPL
generalized efforts calculated with the nodes by element from
displacements in the local reference mark
R/C
EFGE_NOEU_CART
generalized efforts realized with the nodes by element from
displacements in the total Cartesian reference mark
R/C
EFGE_NOEU_DEPL
generalized efforts realized with the nodes by element from
displacements in the local reference mark
R/C
EPOT_ELEM_DEPL
elastic deformation energy per element
R
EPSI_ELGA_DEPL
deformations linearized at the points of Gauss calculated to leave
displacements
R
EPSI_ELNO_DEPL
deformations linearized with the nodes by element calculated to leave
displacements
R
EPSI_NOEU_DEPL
linearized deformations realized with the nodes and calculated with
to leave displacements
R
EQUI_ELGA_EPSI
deformations equivalent to the points of Gauss
INVA_2
: second invariant of
INVA_2SG
: second invariant of
signed by the trace of
PRIN_1
,
PRIN_2
,
PRIN_3
: main deformations
R
EQUI_ELGA_SIGM
stresses equivalent to the points of Gauss
VMIS
: stress of Von Mises
VMIS_SG
: second invariant of Von Mises signed by the trace of
TRESCA
: stress of Tresca
PRIN_1
,
PRIN_2
,
PRIN_3
: main stresses
R
background image
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
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
EQUI_ELNO_EPSI
deformations equivalent to the nodes by element
INVA_2
: second invariant of
INVA_2SG
: second invariant of
signed by the trace of
PRIN_1
,
PRIN_2
,
PRIN_3
: main deformations
R
EQUI_ELNO_SIGM
stresses equivalent to the nodes by element
VMIS
: stress of Von Mises
VMIS_SG
: second invariant of Von Mises signed by the trace of
TRESCA
: stress of Tresca
PRIN_1
,
PRIN_2
,
PRIN_3
: main stresses
R
EQUI_NOEU_EPSI
deformations equivalent realized to the nodes
INVA_2
: second invariant of
INVA_2SG
: second invariant of
signed by the trace of
PRIN_1
,
PRIN_2
,
PRIN_3
: main deformations
R
EQUI_NOEU_SIGM
stresses equivalent realized to the nodes
VMIS
: stress of Von Mises
VMIS_SG
: second invariant of Von Mises signed by the trace of
TRESCA
: stress of Tresca
PRIN_1
,
PRIN_2
,
PRIN_3
: main stresses
R
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
nonfollowing loadings)
R/C
SIEF_ELGA_DEPL
state of stresses (or generalized efforts) at the points of Gauss
calculated starting from displacements
R
SIGM_ELNO_CART
stresses calculated with the nodes by element from
displacements in the total reference mark
R
SIGM_ELNO_DEPL
stresses calculated with the nodes by element from
displacements
R
SIGM_NOEU_CART
stresses realized with the nodes starting from displacements in
the total reference mark
R
SIGM_NOEU_DEPL
stresses realized with the nodes starting from displacements
R
SIPO_ELNO_DEPL
stresses of the efforts of beam to the nodes by element
R
SIPO_NOEU_DEPL
stresses of the efforts of beam realized with the nodes
R
QUICKLY
field speed to the nodes
R/C
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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
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A




























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