background image
Code_Aster
®
Version
6.4
Titrate:
Accessible fields in the Structures of data of the type
result
Date:
27/06/03
Author (S):
J. PELLET
Key
:
U5.01.01-C
Page
:
1/6
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: Structure of data
result
Document: U5.01.01



Accessible fields in the Structures
data of the type
result




Summary:

One gives in this document a very short definition of the fields stored in the structures of data of
type
result
. Many of these fields are obtained by postprocessing (controls
CALC_ELEM
and
CALC_NO)
. There will be a more precise description of much of these fields by consulting documentation
control
CALC_ELEM
[U4.81.01].
background image
Code_Aster
®
Version
6.4
Titrate:
Accessible fields in the Structures of data of the type
result
Date:
27/06/03
Author (S):
J. PELLET
Key
:
U5.01.01-C
Page
:
2/6
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
1
Definition of the accessible fields
1.1
General rules concerning the field names
A great number of the fields listed below have the form
.
3 “words”
, YYYY
and
ZZZZ
of these names very often have the following significance:
: nature of the field.
Examples:
ECIN
: kinetic energy
EPSI
: deformation
SIPO
: stresses due to efforts of beams
RADI
: indicator of the losses of radiality
YYYY
: localization of the field
ELGA
: field by elements at the points of Gauss,
ELNO
: field by elements with the nodes (a priori discontinuous from one element to another),
ELEM
: constant field by element,
NOEU
: field with the nodes obtained by arithmetic mean of the values of the elements
contributing in this node. This field is calculated by the operator
CALC_NO
.
CALC_NO
takes in
input a field of name
and the field manufactures
.
ZZZZ
: starting from which quantity the field is calculated
Examples:
RADI_ELGA_SIGM
: losses of radialities calculated starting from the stresses (
SIGM
),
SIEF_ELGA_DEPL
: state of stress calculated starting from displacements (
DEPL
).
1.2 Mechanics
Reference symbol
Significance
ACCE
Field of acceleration to the nodes
ACCE_ABSOLU
Field of absolute acceleration to the nodes (seismic calculation multi-support)
ALPH0_ELGA_EPSP
Tensor of the modified variable alpha0 taken in an initial state in the method
ZAC [U4.83.21]
ALPHP_ELGA_ALPH0
Tensor of the modified variable alpha in method ZAC [U4.83.21]
calculated at the points of Gauss (for the adaptation, it is about the value limits
alpha, for accommodation, it acts either of the average value, or of
lower value, is higher value)
BEHAVIOR
Relation of selected nonlinear behavior
(ex:
STAT_NON_LINE
/
COMP_INCR
)
CRIT_ELNO_RUPT
Criteria of rupture in orthotropism. Cf.
CALC_ELEM
.
DCHA_ELGA_SIGM
Local indicator of discharge [R4.20.01]. This option requires the existence of
field of reference symbol
SIEF_ELGA
DCHA_ELNO_SIGM
Local indicator of discharge [R4.20.01]. This option requires the existence of
field of reference symbol
SIEF_ELGA
DCHA_NOEU_SIGM
Local indicator of discharge [R4.20.01].
DEDE_ELNO_DLDE
Derived Eulérienne from the field of displacement [R4.03.01]
DEDE_NOEU_DLDE
Derived Eulérienne from the field of displacement [R4.03.01]
DEGE_ELNO_DEPL
Generalized deformation calculated starting from displacements for
elements of structures [R3.08.XX]
DEGE_NOEU_DEPL
Generalized deformation calculated starting from displacements
DEPL
Field of displacement to the nodes
DEPL_ABSOLU
Absolute displacement (seismic calculation multi-support)
DESI_ELNO_DLSI
Derived Eulérienne from the stresses
DESI_NOEU_DLSI
Derived Eulérienne from the stresses
background image
Code_Aster
®
Version
6.4
Titrate:
Accessible fields in the Structures of data of the type
result
Date:
27/06/03
Author (S):
J. PELLET
Key
:
U5.01.01-C
Page
:
3/6
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
DLDE_NOEU
Lagrangian derivative of displacements [R4.03.01]
DLSI_ELGA_DEPL
Lagrangian derivative of the stresses
DLSI_ELNO_DLDE
Lagrangian derivative of the stresses
DLSI_NOEU_DLDE
Lagrangian derivative of the stresses
ECIN_ELEM_DEPL
Kinetic energy
EFGE_ELNO_CART
Generalized efforts calculated starting from displacements for the elements of
structure in the total Cartesian reference mark
EFGE_ELNO_DEPL
Generalized efforts calculated starting from displacements for the elements of
structure in the local reference mark
EFGE_NOEU_CART
Efforts generalized starting from displacements for the elements of structure
in the total Cartesian reference mark
EFGE_NOEU_DEPL
Efforts generalized starting from displacements for the elements of structure
in the local reference mark
ENDO_ELNO_SIGA
Rate of triaxiality and equivalent stress of damage
ENDO_ELNO_SINO
Rate of triaxiality and equivalent stress of damage
ENDO_NOEU_SINO
Rate of triaxiality and equivalent stress of damage
ENEL_ELGA
Density of energy elastic
ENEL_ELNO_ELGA
Density of energy elastic
ENEL_NOEU_ELGA
Density of energy elastic
EPGR_ELGA
Deformations of creep (Granger model of concrete) [R7.10.01]
EPGR_ELNO
Deformations of creep (Granger model of concrete)
EPME_ELGA_DEPL
“Mechanical” deformation (= total deflection - “thermal” deformation)
(in small displacements)
EPME_ELNO_DEPL
“Mechanical” deformation (= total deflection - “thermal” deformation)
(in small displacements)
EPMG_ELGA_DEPL
“Mechanical” deformation (= total deflection - “thermal” deformation)
(in great displacements)
EPMG_ELNO_DEPL
“Mechanical” deformation (= total deflection - “thermal” deformation)
(in great displacements)
EPOT_ELEM_DEPL
Elastic deformation energy
EPSA_ELNO
Anelastic deformations (nonlinear elasticity)
EPSA_NOEU
Anelastic deformations (nonlinear elasticity)
EPSG_ELGA_DEPL
Deformations of Green-Lagrange
EPSG_ELNO_DEPL
Deformations of Green-Lagrange
EPSG_NOEU_DEPL
Deformations of Green-Lagrange
EPSI_ELGA_DEPL
Linearized deformations calculated starting from displacements
EPSI_ELNO_DEPL
Linearized deformations calculated starting from displacements
EPSI_NOEU_DEPL
Linearized deformations calculated starting from displacements
EPSP_ELGA
Plastic deformations
EPSP_ELNO
Plastic deformations
EPSP_ELNO_ZAC
Plastic deformations (or amplitudes) (method ZAC [U4.83.21])
EPSP_NOEU
Plastic deformations
EPSP_NOEU_ZAC
Plastic deformations (or amplitudes) (method ZAC [U4.83.21])
EQUI_ELGA_EPME
“Mechanical” deformations equivalent
EQUI_ELGA_EPSI
Equivalent deformations and main deformations
EQUI_ELGA_SIGM
Equivalent stresses and main stresses
EQUI_ELNO_EPME
“Mechanical” deformations equivalent and main deformations
EQUI_ELNO_EPSI
Equivalent deformations and main deformations
EQUI_ELNO_SIGM
Equivalent stresses and main stresses
EQUI_NOEU_EPME
“Mechanical” deformations equivalent and main deformations
EQUI_NOEU_EPSI
Equivalent deformations and main deformations
EQUI_NOEU_SIGM
Equivalent stresses and main stresses
ERRE_ELEM_NOZ1
Estimator of error of ZHU_ZIENKIEWICZ (linear elasticity 2D) noted
ZZ1
, with
to leave the option
“SIGM_NOZ1_ELGA”
[R4.10.01]
ERRE_ELEM_NOZ2
Estimator of error of ZHU_ZIENKIEWICZ (linear elasticity 2D) noted
ZZ2
, with
to leave the option
“SIGM_NOZ2_ELGA”
[R4.10.01]
ERRE_ELGA_NORE
Estimator of error in residue [R4.10.01]
background image
Code_Aster
®
Version
6.4
Titrate:
Accessible fields in the Structures of data of the type
result
Date:
27/06/03
Author (S):
J. PELLET
Key
:
U5.01.01-C
Page
:
4/6
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
ERRE_ELNO_ELGA
Estimator of error in residue [R4.10.01]
ERRE_NOEU_ELGA
Estimator of error in residue [R4.10.01]
ETOT_ELEM
Density of total energy of deformation. Cf.
CALC_ELEM
[U4.81.01]
ETOT_ELGA
Density of total energy of deformation. Cf.
CALC_ELEM
[U4.81.01]
ETOT_ELNO_ELGA
Density of total energy of deformation. Cf.
CALC_ELEM
[U4.81.01]
FORC_NODA
Nodal internal forces resulting from the field of deformation
LANL_ELGA
Multipliers of Lagrange of the nonlocal problem (
STAT_NON_LINE
/
MODELE_NON_LOCAL
)
PMPB_ELGA_SIEF
Calculation of criteria of the RCC-M G3000 for the elements of beams
POU_D_E
and
POU_D_T
.
PMPB_ELNO_SIEF
Calculation of criteria of the RCC-M G3000 for the elements of beams
POU_D_E
and
POU_D_T
.
PMPB_NOEU_SIEF
Calculation of criteria of the RCC-M G3000 for the elements of beams
POU_D_E
and
POU_D_T
.
PRES_DBEL_DEPL
Acoustic pressure (in decibel) (modelings
XXX_FLUIDE
)
RADI_ELGA_SIGM
Indicator of the losses of radiality calculated [R4.20.01]. This option requires
the existence of the field of reference symbol
SIEF_ELGA
RADI_ELNO_SIGM
Indicator of the losses of radiality calculated [R4.20.01]. This option requires
the existence of the field of reference symbol
SIEF_ELGA
RADI_NOEU_SIGM
Indicator of the losses of radiality [R4.20.01].
REAC_NODA
Forces of nodal reactions (difference between the nodal forces and it
loading applied not follower)
SIEF_ELGA
State of stresses (or generalized efforts) into nonlinear
SIEF_ELGA_DEPL
State of stresses (or generalized efforts) calculated from
displacements in linear elasticity
SIEF_ELNO
Stresses with the nodes. Field obtained by the control
LIRE_RESU
SIEF_NOEU
Stresses with the nodes by elements. Field obtained by the control
LIRE_RESU
and used in the control
PROJ_MESU_MODA
SIEF_ELNO_ELGA
State of stresses (or generalized efforts) to the nodes by elements calculated
starting from the points of Gauss
SIEF_NOEU_ELGA
State of stresses (or of generalized efforts)
SIGM_ELNO_CART
Stresses calculated starting from displacements in the total reference mark in
linear elasticity
SIGM_ELNO_COQU
State of stress in an element of hull (in a point thickness)
SIGM_ELNO_DEPL
Stresses calculated starting from displacements in linear elasticity
SIGM_ELNO_SIEF
Stresses linearized starting from the generalized efforts
SIGM_ELNO_TUYO
State of stress in a pipe section (in a point thickness and
for a given azimuth)
SIGM_ELNO_VARI
State of stress in an element of hull (modeling
DKT
in not
linear)
SIGM_ELNO_ZAC
Stresses (method ZAC [U4.83.21])
SIGM_NOEU_CART
Stresses starting from displacements in the total reference mark in elasticity
linear
SIGM_NOEU_COQU
State of stress in an element of hull
SIGM_NOEU_DEPL
Stresses starting from displacements in linear elasticity
SIGM_NOEU_SIEF
Stresses starting from the generalized efforts
SIGM_NOEU_ZAC
Stresses (method ZAC [U4.83.21])
SIGM_NOZ1_ELGA
Stresses with the nodes (linear elasticity 2D); the stresses are obtained
by a total smoothing (within the meaning of least squares) of the stresses with
points of Gauss [R4.10.01]
SIGM_NOZ2_ELGA
Stresses with the nodes (linear elasticity 2D); the stresses are obtained
by a local smoothing with a patch of elements (within the meaning of least squares) of
stresses at the points of Gauss [R4.10.01]
SIPO_ELNO_DEPL
Stresses due to each effort of beam obtained from
displacements [R3.08.XX]
SIPO_ELNO_SIEF
Stresses due to each effort of beam obtained starting from the efforts
generalized
background image
Code_Aster
®
Version
6.4
Titrate:
Accessible fields in the Structures of data of the type
result
Date:
27/06/03
Author (S):
J. PELLET
Key
:
U5.01.01-C
Page
:
5/6
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
SIPO_NOEU_DEPL
Stresses due to each effort of beam
SIPO_NOEU_SIEF
Stresses due to each effort of beam obtained starting from the efforts
generalized
SIRE_ELNO_DEPL
Stresses for the estimator of error in residue used for the calculation of
the option
ERRE_ELGA_NORE
[R4.10.01]
SIRE_NOEU_DEPL
Stresses for the estimator of error in residue used for the calculation of
the option
ERRE_ELGA_NORE
[R4.10.01]
VALE_CONT
Information on the state of contact. See
AFFE_CHAR_MECA
/
CONTACT
.
VALE_NCOU_MAXI
For the visualization of the extreme quantities raised on the “under-points”
pipe sections. See
CALC_ELEM
[U4.81.01].
VARI_ELGA
State of the variables intern for the behavior (into nonlinear)
VARI_ELGA_ZAC
Variables intern (method ZAC [U4.83.21])
VARI_ELNO
State of the variables intern for the behavior (into nonlinear)
VARI_ELNO_COQU
State of the variables intern in a layer of an element of hull
VARI_ELNO_ELGA
State of the variables intern for the behavior (into nonlinear)
VARI_ELNO_TUYO
State of the variables intern in a pipe section
VARI_NOEU
State of the variables intern for the behavior (into nonlinear)
VARI_NOEU_ELGA
State of the variables intern for the behavior (into nonlinear)
VARI_NON_LOCAL
Variables intern nonlocal problem (
STAT_NON_LINE
/
MODELE_NON_LOCAL
)
QUICKLY
Field speed to the nodes
VITE_ABSOLU
Field speed to the nodes (seismic calculation multi-support)

1.3 Thermics
Reference symbol
Significance
DETE_ELNO_DLTE
Derived Eulérienne from the Temperature (obtained starting from the derivative
Lagrangian
DETE_NOEU_DLTE
Derived Eulérienne from the Temperature (obtained starting from the derivative
Lagrangian
DLTE_NOEU
Lagrangian derivative of the Temperature
DURT_ELGA_META
Hardness calculated starting from the metallurgical state [R4.04.01]
DURT_ELNO_META
Hardness calculated starting from the metallurgical state
DURT_NOEU_META
Hardness calculated starting from the metallurgical state
FLUX_ELGA_TEMP
Heat transfer rate at the points of Gauss
FLUX_ELNO_TEMP
Heat transfer rate to the nodes by elements
FLUX_NOEU_TEMP
Heat transfer rate to the nodes
HYDR_ELGA
Hydration at the points of Gauss
META_ELGA_TEMP
Metallurgical phases [R4.04.01]
META_ELNO_TEMP
Metallurgical phases
META_NOEU_TEMP
Metallurgical phases
TEMP
Temperature (with the nodes)
background image
Code_Aster
®
Version
6.4
Titrate:
Accessible fields in the Structures of data of the type
result
Date:
27/06/03
Author (S):
J. PELLET
Key
:
U5.01.01-C
Page
:
6/6
Instruction manual
U5.0- booklet: Structure of data
result
HT-66/03/002/A
1.4 Accoustics
Reference symbol
Significance
INTE_ELNO_ACTI
Active acoustic intensity
INTE_ELNO_REAC
Reactive acoustic intensity
INTE_NOEU_ACTI
Active acoustic intensity
INTE_NOEU_REAC
Reactive acoustic intensity
NEAR
Pressure with the nodes
PRES_ELNO_DBEL
Pressure in decibels
PRES_ELNO_REEL
Real part of the field of pressure
PRES_ELNO_IMAG
Imaginary part of the field of pressure
PRES_NOEU_DBEL
Pressure in decibels
PRES_NOEU_REEL
Real part of the field of pressure
PRES_NOEU_IMAG
Imaginary part of the field of pressure

1.5
/Calculation breaking process of sensitivity (
THETA_GEOM
)
The Structure of data
THETA_GEOM
is obtained by the control
CALC_THETA
[U4.82.02].
Reference symbol
Significance
GRAD_NOEU_THETA
Gradient of the field “theta” (used for calculations of sensitivity)
THETA
Field “theta” of the breaking process [R7.02.01]