Code_Aster ®
Version
8.1
Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
J. Key PELLET
:
D4.04.02-B Page
: 1/16
Organization (S): EDF-R & D/AMA
Handbook of Descriptif Informatique
D4.04 booklet: -
Document: D4.04.02
Documentation of the sizes of Code_Aster
Summary:
We describe in this document the sizes described in the catalog of the sizes. The “photo one” was
catch on version 8.1.20 (October 2005).
For each size, we give on the 1ere line: its scalar type (R/I/C/…) as well as a comment
General for this size. Then us listels all its components and we give a comment on
each one of them.
Handbook of Descriptif Informatique
D4.04 booklet: -
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Code_Aster ®
Version
8.1
Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
J. Key PELLET
:
D4.04.02-B Page
: 2/16
ABSC_R
Type:R
Curvilinear X-coordinate along a telegraphic grid
ABSC_R
ABSC
curvilinear X-coordinate
ABSC_R
ABSC1
curvilinear X-coordinate of the 1st node of a SEG2
ABSC_R
ABSC2
curvilinear X-coordinate of the 2nd node of a SEG2
ADRSJEVE
Type:I
Size reserved for coded material.
Caution: not to add to him of component
ADRSJEVE
I1
address coded material
ADRSJEVN
Type:I
Size whose CMPS are addresses of objects JEVEUX
ADRSJEVN
I1
address 1st object
ADRSJEVN
I2
address 2nd object
ADRSJEVN
I3
address 3rd object
CAARPO
Type:R
characteristics of the curved beams
CAARPO
RCOURB
radius of curvature
CAARPO
ORIE_ARC
orientation of the arc
CAARPO
C_FLEX
coefficient of flexibility. The moments of inertia I y, Z are divided by
coefficient of flexibility cf I
= I
/Cf
y, Z
y, Z
CAARPO
I_SIGM
MF
1
coefficient of intensification of constraints (Ci)
I
I
Z
=
*
I
with
v
v
C
v
I
CAARPO
C_FLEX_Y
anisotropic coefficient of flexibility in the plan (X, Y)
CAARPO
I_SIGM_Y
anisotropic index of intensification of constraints in the plan (X, Y)
CAARPO
C_FLEX_Z
anisotropic coefficient of flexibility in plan (X, Z)
CAARPO
I_SIGM_Z
anisotropic index of intensification of constraints in plan (X, Z)
CACABL
Type:R
Wire specifications
CACABL
SECT
section of the cable
CACABL
TENS
initial tension
CACOQU
Type:R
Characteristics of the hulls
CACOQU
EP
thickness of the hull
CACOQU
SECT_L
summon sections of reinforcements in direction 1
CACOQU
ALPHA
1st angle of definition of the reference axis in the transverse plan
CACOQU
BETA
2nd angle of definition of the reference axis in the transverse plan
These two angles define compared to the reference mark of reference the vector to
to project on the tangent level of the element in order to define in it the reference mark (T, NR, L).
direction L is perpendicular to the tangent plan
CACOQU
KAPPA
transverse coefficient of shearing
CACOQU
C_METR
metric coefficient of modification for the element hull
CACOQU
X
1ére coordinated of a point of the reference axis
CACOQU
Y
2nd punctual coordinate of the reference axis
CACOQU
Z
3rd punctual coordinate of the reference axis
CACOQU
PAS_T
dimension in the direction T of the rectangular cell of reference
CACOQU
PAS_N
dimension in the direction NR of the rectangular cell of reference
CACOQU
COEF_ECH
coefficient of scale allowing to transform the cell of reference into
real cell of periodicity
CACOQU
K_DRL
local rigidity of rotation according to the direction L applied in a node
CACOQU
K_DRT
local rigidity of rotation according to the direction T applied in a node
CACOQU
K_DRN
local rigidity of rotation according to the direction NR applied in a node
CACOQU
KT_DL
differential rigidity of translation according to the direction L applied to a connection
between two nodes located in the direction T
CACOQU
KT_DT
differential rigidity of translation according to the direction T applied to a connection
between two nodes located in the direction T
CACOQU
KT_DN
differential rigidity of translation according to the direction NR applied to a connection
between two nodes located in the direction T
CACOQU
KT_DRL
differential rigidity of rotation according to the direction L applied to a connection
between two nodes located in the direction T
CACOQU
KT_DRT
differential rigidity of rotation according to the direction T applied to a connection
Handbook of Descriptif Informatique
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Code_Aster ®
Version
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Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
J. Key PELLET
:
D4.04.02-B Page
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between two nodes located in the direction T
CACOQU
KT_DRN
differential rigidity of rotation according to the direction NR applied to a connection
between two nodes located in the direction T
CACOQU
KN_DL
differential rigidity of translation according to the direction L applied to a connection
between two nodes located in the direction NR
CACOQU
KN_DT
differential rigidity of translation according to the direction T applied to a connection
between two nodes located in the direction NR
CACOQU
KN_DN
differential rigidity of rotation according to the direction NR applied to a connection
between two nodes located in the direction NR
CACOQU
KN_DRL
differential rigidity of rotation according to the direction L applied to a connection
between two nodes located in the direction NR
CACOQU
KN_DRT
differential rigidity of translation according to the direction T applied to a connection
between two nodes located in the direction NR
CACOQU
KN_DRN
differential rigidity of rotation according to the direction NR applied to a connection
between two nodes located in the direction NR
CACOQU
ANGL_L
direction of the reinforcements compared to a reference axis belonging to the plan
tangent
CACOQU
P_CENT_L
percentages of reinforcements in direction 1
CACOQU
P_CENT_T
percentages of reinforcements in direction 2
CACOQU
DIST_N
offsetting of the tablecloth of reinforcements compared to the mesh support
CACOQU
CTOR
multiplicative constant of rigidity in rotation associated with the direction
perpendicular in the tangent plan of the element
CADISA
Type:R
Stamp damping of the discrete elements 12 X 12 [U4.24.01]
CADISA
A1
coefficient (1, 1) of the matrix
CADISA
A2
coefficient (1, 2) of the matrix
CADISA
A3
coefficient (2, 2) of the matrix
CADISA
A77
coefficient (11,12) of the matrix
CADISA
A78
coefficient (12, 12) of the matrix
CADISA
REPA
index of the type of reference mark (=1 total reference mark, =2 local reference mark)
CADISK
Type:R
Stamp rigidity of the discrete elements 12 X 12 [U4.24.01]
CADISK
K1
coefficient (1, 1) of the matrix
CADISK
K2
coefficient (1, 2) of the matrix
CADISK
K3
coefficient (2, 2) of the matrix
CADISK
K77
coefficient (11,12) of the matrix
CADISK
K78
coefficient (12, 12) of the matrix
CADISK
REPK
index of the type of reference mark (=1 total reference mark, =2 local reference mark)
CADISK
ETA
damping coefficient hysteretic
CADISM
Type:R
Stamp of mass of the discrete elements 12 X 12
CADISM
M1
coefficient (1, 1) of the matrix
CADISM
M2
coefficient (1, 2) of the matrix
CADISM
M3
coefficient (2, 2) of the matrix
CADISM
M77
coefficient (11,12) of the matrix
CADISM
M78
coefficient (12, 12) of the matrix
CADISM
REPM
index of the type of reference mark (=1 total reference mark, =2 local reference mark)
CAGEBA
Type:R
Geometrical characteristics of the bars with rectangular or circular section
(cf [U4.24.01])
CAGEBA
HY1
dimension according to GY of the rectangle (node 1)
CAGEBA
HZ1
dimension according to GZ of the rectangle (node 1)
CAGEBA
EPY1
thickness according to GY of a hollow rectangle (node 1)
CAGEBA
EPZ1
thickness according to GZ of a hollow rectangle (node 1)
CAGEBA
HY2
dimension according to GY of the rectangle (node 2)
CAGEBA
HZ2
dimension according to GZ of the rectangle (node 2)
CAGEBA
EPY2
thickness according to GY of a hollow rectangle (node 2)
CAGEBA
EPZ2
thickness according to GZ of a hollow rectangle (node 2)
CAGEBA
R1
radius of the circle (node 1)
CAGEBA
EP1
thickness of the hollow circle (node 1)
CAGEBA
R2
radius of the circle (node 2)
CAGEBA
EP2
thickness of the hollow circle (node 2)
Handbook of Descriptif Informatique
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Code_Aster ®
Version
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Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
J. Key PELLET
:
D4.04.02-B Page
: 4/16
CAGEBA
TSEC
type of the section (general, right-angled, circle)
CAGEPO
Type:R
Geometrical characteristics of the beams with rectangular or circular section
(cf [U4.24.01])
CAGEPO
HY1
dimension according to GY of the rectangle (node 1)
CAGEPO
HZ1
dimension according to GZ of the rectangle (node 1)
CAGEPO
EPY1
thickness according to GY of a hollow rectangle (node 1)
CAGEPO
EPZ1
thickness according to GZ of a hollow rectangle (node 1)
CAGEPO
HY2
dimension according to GY of the rectangle (node 2)
CAGEPO
HZ2
dimension according to GZ of the rectangle (node 2)
CAGEPO
EPY2
thickness according to GY of a hollow rectangle (node 2)
CAGEPO
EPZ2
thickness according to GZ of a hollow rectangle (node 2)
CAGEPO
R1
radius of the circle (node 1)
CAGEPO
EP1
thickness of the hollow circle (node 1)
CAGEPO
R2
radius of the circle (node 2)
CAGEPO
EP2
thickness of the hollow circle (node 2)
CAGEPO
TSEC
type of the section (general, right-angled, circle)
CAGE_R
Type:R
Geometrical characteristics
CAGE_R
CAGE
Geometrical characteristic
CAGNBA
Type:R
Geometrical characteristics of a section of bar (cf [U4.24.01])
CAGNBA
A1
surface of the cross section
CAGNPO
Type:R
Geometrical characteristics of a section of beam (cf [U4.24.01])
CAGNPO
A1
surface of the section (node 1)
CAGNPO
IY1
principal moment of inertia compared to GZ (node 1)
CAGNPO
IZ1
principal moment of inertia compared to GY (node 1)
CAGNPO
AY1
coefficient of shearing in the direction Gy (node 1)
CAGNPO
AZ1
coefficient of shearing in the direction Gz (node 1)
CAGNPO
EY1
eccentricity of the center of torsion, component of CG following GY (node 1)
CAGNPO
EZ1
eccentricity of the center of torsion, component of CG following GZ (node 1)
CAGNPO
JX1
constant of torsion (node 1)
CAGNPO
RY1
distance from an external fiber measured according to Y (node 1)
CAGNPO
RZ1
distance from an external fiber measured according to Z (node 1)
CAGNPO
RT1
effective radius of torsion (node 1)
CAGNPO
AI1
surface of the interior section, case of the tubes for example (node 1)
= 0 for a full section
CAGNPO
JG1
constant of warping (node 1)
CAGNPO
IYR21
y (y2 z2
+
) ds (node 1)
S
CAGNPO
IZR21
Z (y2 z2
+
) ds (node 1)
S
CAGNPO
A2
surface of the section (node 2)
CAGNPO
IY2
principal moment of inertia compared to GZ (node 2)
CAGNPO
IZ2
principal moment of inertia compared to GY (node 2)
CAGNPO
AY2
coefficient of shearing in the direction Gy (node 2)
CAGNPO
AZ2
coefficient of shearing in the direction Gz (node 2)
CAGNPO
EY2
eccentricity of the center of torsion, component of CG following GY (node 2)
CAGNPO
EZ2
eccentricity of the center of torsion, component of CG following GZ (node 2)
CAGNPO
JX2
constant of torsion (node 2)
CAGNPO
RY2
distance from an external fiber measured according to Y (node 2)
CAGNPO
RZ2
distance from an external fiber measured according to Z (node 2)
CAGNPO
RT2
effective radius of torsion (node 2)
CAGNPO
AI2
surface of the interior section, case of the tubes for example (node 2)
= 0 for a full section
CAGNPO
JG2
constant of warping (node 2)
CAGNPO
IYR22
y (y2 z2
+
) ds (node 2)
S
CAGNPO
IZR22
Z (y2 z2
+
) ds (node 2)
S
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Code_Aster ®
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Titrate:
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Date:
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Author (S):
J. Key PELLET
:
D4.04.02-B Page
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CAGNPO
TVAR
type of section (constant, variable)
CAMASS
Type:R
Geometrical characteristics of the solid elements
CAMASS
C
index of definition of the reference mark of orthotropism (=1 definition by 3 angles
nautical, = - 1 definition by an axis and a point on this axis)
CAMASS
ALPHA
1st nautical angle
CAMASS
BETA
2nd nautical angle
CAMASS
KAPPA
3rd nautical angle
CAMASS
X
no one if C=1, if not 1ère coordinated point of the axis
CAMASS
Y
no one if C=1, if not 2ère coordinated point of the axis
CAMASS
Z
no one if C=1, if not 3ère coordinated point of the axis
CAORIE
Type:R
Orientation of a segment in 3D. Nautical angles [U4.24.01]
CAORIE
ALPHA
1st nautical angle
CAORIE
BETA
2nd nautical angle
CAORIE
GAMMA
3rd nautical angle
CAPOUF
Type:R
Geometrical characteristics of the elements fluid beam
CAPOUF
B_T
transverse correct term
CAPOUF
B_N
normal correct term
CAPOUF
B_TN
correct term couples
CAPOUF
A_FLUI
fluid surface associated at the end corrector
CAPOUF
A_CELL
surface of the cell of reference
CAPOUF
COEF_ECH
enlarging compared to the real period of the cell of reference
CARCRI
Type:R
Criterion of convergence of a material non-linear problem (for 1 point of
Gauss)
CARCRI
ITECREL
numbers max of iteration (ITER_INTE_MAXI)
CARCRI
MACOMP
type of Jacobien (speed or incremental) (TYPE_MATR_COMP)
CARCRI
RESCREL
tolerance for convergence (RESI_INTE_RELA)
CARCRI
THETA
parameter of the theta_méthode for THM
CARCRI
ITEDEC
indicator for recutting (ITER_INTE_PAS)
CARCRI
INTLOC
algorithm of resolution (IMPLICITE or RUNGE_KUTTA_2)
CASECT
Type:K8
Name of an object of the cara-beam type containing the characteristics of a section
of beam
CASECT
NOM
name of a cara-beam object
CHLI_R
Type:R
Charge limit
CHLI_R
CHLI1
1st elementary term
CHLI_R
CHLI2
2nd elementary term
CHLI_R
CHLI3
3rd elementary term
CHLI_R
CHAR0
elementary term of with the permanent loading
COEH_F
Type:K8
Coefficient of heat exchange (function) = H (T ext.
*
- T)
COEH_F
H
coefficient of exchange (continuous problem)
COEH_F
H_INF
coefficient of exchange on the lower face of a hull
COEH_F
H_SUP
coefficient of exchange on the higher face of a hull
COEH_R
Type:R
Coefficient of heat exchange (real) = H (T ext.
*
- T)
COEH_R
H
coefficient of exchange (continuous problem)
COEH_R
H_INF
coefficient of exchange on the lower face of a hull
COEH_R
H_SUP
coefficient of exchange on the higher face of a hull
COEH_R
H_LAM
conductivity of the medium located between the two walls
COEH_R
H_JEU
coefficient of roughness
COEH_R
H_PRES
contact pressure (not currently used)
COEH_R
TYPE_H
flag (if =0 then H=cste, if =1 then H variable)
COMPOR
Type:K16
Material behavior
COMPOR
RELCOM
relation of behavior: “ELAS”, “VMIS_ISOT_LINE”,…
COMPOR
NBVARI
a number of variables intern for the behavior
COMPOR
DEFORM
type of deformations: “PETIT”,…
COMPOR
INCELA
great displacement (E. Lorentz)? ? ?
COMPOR
LGPG
length of a point of Gauss (qnté who allows IMPR_RESU the writing pts
Handbook of Descriptif Informatique
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Code_Aster ®
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Titrate:
Description of the sizes
Date:
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Author (S):
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:
D4.04.02-B Page
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of Gauss without mixing them)
COMPOR
NBCOUCH
A number of layers
DBEL_R
Type:R
Acoustic decibel
DBEL_R
DB
decibel
DDLI_C
Type:C
Value (complex) imposed on 1 ddl (or to 1 linear relation): I
I U = C
I
DDLI_C
C
Second member of the type complexes relation
DDLI_F
Type:K8
Value (function) imposed on 1 ddl (or to 1 linear relation): I
I U = C
I
DDLI_F
C
Second member of the function type of the relation
DDLI_R
Type:R
Value (real) imposed on 1 ddl (or to 1 linear relation): I
I U = C
I
DDLI_R
C
Second member of the real type of the relation
DDLM_C
Type:C
Coefficients (complex) for a node of a linear relation:
mechanics: A1.UX + A2.UY +… + B3.DRZ = C
DDLM_C
A1
coefficient complexes for the ddl Ux
DDLM_C
A2
coefficient complexes for the ddl Uy
DDLM_C
A3
coefficient complexes for the ddl Uz
DDLM_C
B1
coefficient complexes for the ddl DRx
DDLM_C
B2
coefficient complexes for the ddl Dry
DDLM_C
B3
coefficient complexes for the ddl DRz
DDLM_R
Type:R
Coefficients (real) for a node of a linear relation:
mechanics: A1.UX + A2.UY +… + B3. DRZ = C
thermics: A1.T + A2 T
+ A3 T
= C
inf
sup
for the elements of hull
thermics
DDLM_R
A1
Mechanics: real coefficient for ddl UX
Thermics: real coefficient for the ddl Tmoyen
DDLM_R
A2
Mechanics: real coefficient for ddl UY
Thermics: real coefficient for the ddl Tinf
DDLM_R
A3
Mechanics: real coefficient for ddl UZ
Thermics: real coefficient for the ddl Tsup
DDLM_R
B1
Mechanics: real coefficient for ddl DRX
DDLM_R
B2
Mechanics: real coefficient for ddl DRY
DDLM_R
B3
Mechanics: real coefficient for ddl DRZ
DEPL_C
Type:C
Displacement (complex)
DEPL_C
DX
translation according to OX
DEPL_C
DY
translation according to OY
DEPL_C
DZ
translation according to OZ
DEPL_C
DRX
rotation around OX
DEPL_C
DRY
rotation around OY
DEPL_C
DRZ
rotation around OZ
DEPL_C
GRX
warping (for an element of beam)
DEPL_C
PRES
ddl of pressure
DEPL_C
TEMP
ddl of temperature
DEPL_C
PHI
angle of cracking
DEPL_C
DH
hydraulic diameter
DEPL_C
LAGR
parameter of lagrange of to the dualisation of the boundary conditions
DEPL_F
Type:K8
Displacement (function)
DEPL_F
DX
translation according to OX
DEPL_F
DY
translation according to OY
DEPL_F
DZ
translation according to OZ
DEPL_F
DRX
rotation around OX
DEPL_F
DRY
rotation around OY
DEPL_F
DRZ
rotation around OZ
Handbook of Descriptif Informatique
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Date:
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:
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DEPL_F
GRX
warping (for an element of beam)
DEPL_F
PRES
ddl of pressure
DEPL_F
TEMP
ddl of temperature
DEPL_F
PHI
angle of cracking
DEPL_F
DH
hydraulic diameter
DEPL_F
LAGR
parameter of lagrange of to the dualisation of the boundary conditions
DEPL_R
Type:R
Displacement (unknown factor for the mechanical phenomenon)
DEPL_R
DX
translation according to OX
DEPL_R
DY
translation according to OY
DEPL_R
DZ
translation according to OZ
DEPL_R
DRX
rotation around OX
DEPL_R
DRY
rotation around OY
DEPL_R
DRZ
rotation around OZ
DEPL_R
GRX
warping (for an element of beam)
DEPL_R
PRES
ddl of pressure
DEPL_R
TEMP
ddl of temperature
DEPL_R
PHI
angle of cracking
DEPL_R
DH
hydraulic diameter
DEPL_R
LAGR
parameter of Lagrange of to the dualisation of the boundary conditions
DEPL_R
for X-FEM: DCX, DCY, DCZ: TRADITIONAL DDLS X-FEM
DEPL_R
for X-FEM: H1X, H1Y, H1Z: DDLS HEAVYSIDE X-FEM
DEPL_R
for X-FEM: E1X, E1Y, E1Z: DDLS NOUVEAU RICHES (CRACKTIP1) X-FEM
E2X, E2Y, E2Z: DDLS NOUVEAU RICHES (CRACKTIP2) X-FEM
E3X, E3Y, E3Z: DDLS NOUVEAU RICHES (CRACKTIP3) X-FEM
E4X, E4Y, E4Z: DDLS NOUVEAU RICHES (CRACKTIP4) X-FEM
DOMMAG
Type:R
field of damage on a structure
DOMMAG
DOMA
value of the damage
DURT_R
Type:R
Initialization of the calculation of hardness associated with the metallurgy
DURT_R
HV
value
ENER_R
Type:R
Energy
ENER_R
TOTALE
total energy of the element
ENER_R
TRAC_COM
energy in traction and compression
ENER_R
TORSION
energy in torsion
ENER_R
MEMBRANE
energy out of membrane
ENER_R
FLECTION
energy in inflection
ENER_R
FLEX_Y
energy in inflection Y
ENER_R
FLEX_Z
energy in inflection Z
ENER_R
PLAN_XY
energy in plan XY
ENER_R
PLAN_XZ
energy in plan XZ
ENER_R
DX
energy according to DX
ENER_R
DY
energy according to DY
ENER_R
DZ
energy according to DZ
ENER_R
DRX
energy according to DRX
ENER_R
DRY
energy according to DRY
ENER_R
DRZ
energy according to DRZ
EPSI_F
Type:K8
Deformation (function)
EPSI_F
EPXX
xx
EPSI_F
EPYY
yy
EPSI_F
EPZZ
zz
EPSI_F
EPXY
xy
EPSI_F
EPXZ
xz
EPSI_F
EPYZ
yz
EPSI_R
Type:R
Deformation
EPSI_R
EPXX
xx deformation of a continuous medium
Handbook of Descriptif Informatique
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Date:
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:
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EPSI_R
EPYY
yy deformation of a continuous medium
EPSI_R
EPZZ
zz deformation of a continuous medium
EPSI_R
EPXY
xy deformation of a continuous medium
EPSI_R
EPXZ
xz deformation of a continuous medium
EPSI_R
EPYZ
yz deformation of a continuous medium
EPSI_R
EXX
hull: generalized deformations
EPSI_R
EYY
hull: generalized deformations
EPSI_R
EXY
hull: generalized deformations
EPSI_R
KXX
hull: generalized deformations
EPSI_R
KYY
hull: generalized deformations
EPSI_R
KXY
hull: generalized deformations
EPSI_R
GAX
hull: generalized deformations
EPSI_R
GAY
hull: generalized deformations
EPSI_R
EPX
Beam: elongation according to the axis of the beam
EPSI_R
KY
Beam: curvature according to the axis Y
EPSI_R
KZ
Beam: curvature according to axis Z
EPSI_R
INVA_2
second invariant of the tensor of deformation
EPSI_R
PRIN_1
principal deformation of the tensor direction 1
EPSI_R
PRIN_2
principal deformation of the tensor direction 1
EPSI_R
PRIN_3
principal deformation of the tensor direction 1
EPSI_R
INVA_2SG
second signed invariant of the tensor of deformation
EPSI_R
VECT_1_X
Component according to OX of the 1st principal vector ()
EPSI_R
VECT_1_Y
Component according to OY of the 1st principal vector ()
EPSI_R
…
…
EPSI_R
VECT_3_Z
Component according to OZ of the 3rd principal vector ()
ERREUR
Type:R
Error analysis with the method of the residues
ERREUR
ERREST
absolute error estimated on the element
ERREUR
NUEST
relative error estimated on the element
ERREUR
SIGCAL
energy of the constraints normalizes on the element
FELECR
Type:R
Application of the force of Laplace (FORCE_ELEC)
FELECR
X1
co-ordinate X of a point of conductor 1
FELECR
Y1
co-ordinate Y of a point of conductor 1
FELECR
Z1
co-ordinate Z of a point of conductor 1
FELECR
X2
co-ordinate X of a point of conductor 2
FELECR
Y2
co-ordinate Y of a point of conductor 2
FELECR
Z2
co-ordinate Z of a point of conductor 2
FELECR
CODE
= 10: components of the force Laplace (X1, Y1, Z1 and X2=Y2=Y3=0)
= 11: TRANS
= 12: DIST
= 2: INFI
= 3: FINI
FISS_R
Type:R
Node of the bottom of fissure and its normal (calculation of K1, K2 in 2D)
FISS_R
TESTSTEMXÀ
co-ordinate 1 of the node of the bottom of fissure
FISS_R
TESTSTEMYÀ
co-ordinate 2 of the node of the bottom of fissure
FISS_R
XNORM
component 1 of the normal to the fissure
FISS_R
YNORM
component 2 of the normal to the fissure
FLAPLA
Type:K24
Mutual inductance between 2 telegraphic circuits
FLAPLA
NOMAIL
name of the grid
FLAPLA
NOGEOM
field of geometry
FLUN_F
Type:K8
Heat flow leaving per unit of area = (- T) .n (it is a scalar)
FLUN_F
FLUN
value of outgoing flow
FLUN_F
FLUN_INF
value of outgoing flow by the lower face of a hull
FLUN_F
FLUN_SUP
value of outgoing flow by the higher face of a hull
FLUN_R
Type:R
Heat flow leaving per unit of area = (- T) .n (it is a scalar)
Handbook of Descriptif Informatique
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Code_Aster ®
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Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
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:
D4.04.02-B Page
: 9/16
FLUN_R
FLUN
value of outgoing flow
FLUN_R
FLUN_INF
value of outgoing flow by the lower face of a hull
FLUN_R
FLUN_SUP
value of outgoing flow by the higher face of a hull
FLUX_F
Type:K8
Vectorial flow of heat in a material point of the continuous field: = - T
FLUX_F
FLUX
following component OX of
FLUX_F
FLUY
following component OY of
FLUX_F
FLUZ
following component OZ of
FLUX_R
Type:R
Vectorial flow of heat in a material point of the continuous field: = - T
FLUX_R
FLUX
following component OX of
FLUX_R
FLUY
following component OY of
FLUX_R
FLUZ
following component OZ of
FLUX_R
FLUX_SUP
flow on a point of the higher face of the hulls
FLUX_R
FLUY_SUP
flow on a point of the higher face of the hulls
FLUX_R
FLUZ_SUP
flow on a point of the higher face of the hulls
FLUX_R
FLUX_INF
flow on a point of the lower face of the hulls
FLUX_R
FLUY_INF
flow on a point of the lower face of the hulls
FLUX_R
FLUZ_INF
flow on a point of the lower face of the hulls
FORC_C
Type:C
Complex force (specific, linear, surface or voluminal) applied to
a mechanical model
FORC_C
FX
component according to OX of the force
FORC_C
FY
component according to OY of the force
FORC_C
FZ
component according to OZ of the force
FORC_C
MX
moment following OX
FORC_C
MY
moment following OY
FORC_C
MZ
moment following OZ
FORC_C
BX
Bi-moment for the elements of beam with warping
FORC_C
REP
indicator of reference mark: if REP = reference mark OXYZ is the total reference mark
if not it reference mark is the local reference mark related to the element
FORC_C
ALPHA
nautical angles
FORC_C
BETA
nautical angles
FORC_C
GAMMA
nautical angles
FORC_F
Type:K8
Force (specific, linear, surface or voluminal) applied to a model
mechanics
FORC_F
FX
component according to OX of the force
FORC_F
FY
component according to OY of the force
FORC_F
FZ
component according to OZ of the force
FORC_F
MX
moment following OX
FORC_F
MY
moment following OY
FORC_F
MZ
moment following OZ
FORC_F
BX
Bi-moment for the elements of beam with warping
FORC_F
REP
indicator of reference mark: if REP = reference mark OXYZ is the total reference mark
if not it reference mark is the local reference mark related to the element
FORC_F
ALPHA
nautical angles
FORC_F
BETA
nautical angles
FORC_F
GAMMA
nautical angles
FORC_R
Type:R
Force (specific, linear, surface or voluminal) applied to a model
mechanics
FORC_R
FX
component according to OX of the force
FORC_R
FY
component according to OY of the force
FORC_R
FZ
component according to OZ of the force
FORC_R
MX
moment following OX
FORC_R
MY
moment following OY
FORC_R
MZ
moment following OZ
FORC_R
BX
Bi-moment for the elements of beam with warping
Handbook of Descriptif Informatique
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Code_Aster ®
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Titrate:
Description of the sizes
Date:
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Author (S):
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:
D4.04.02-B Page
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FORC_R
REP
indicator of reference mark: if REP = reference mark OXYZ is the total reference mark
if not it reference mark is the local reference mark related to the element
FORC_R
ALPHA
nautical angles
FORC_R
BETA
nautical angles
FORC_R
GAMMA
nautical angles
FREQ_R
Type:R
Frequency (real)
FREQ_R
FREQ
value of the frequency
FTHM_F
Type:K8
Hydraulic thermo flow (modeling THM)
FTHM_F
PTHER
function of the heat flow
FTHM_F
PFLU
hydrailic function of flow
FTHM_R
Type:R
Hydraulic thermo flow (modeling THM)
FTHM_R
PTHER
value of the heat flow
FTHM_R
PFLU
hydrailic value of flow
G
Type:R
Rate of refund of energy and coefficients of intensity of constraints
G
GTHETA
Rate of refund of energy
G
FIC1
? ? ?
G
FIC2
? ? ?
G
K1
Coefficient of K1 constraints
G
K2
Coefficient of K2 constraints
GEOM_R
Type:R
Geometry (of a node)
GEOM_R
X
co-ordinate according to OX
GEOM_R
Y
co-ordinate according to OY
GEOM_R
Z
co-ordinate according to OZ (0. If the model is 2D)
HARMON
Type:I
Harmonic of Fourier
HARMON
NH
number of harmonic of Fourier
IMPE_C
Type:C
Impedance
IMPE_C
IMPE
value complexes impedance
IMPE_F
Type:K8
Impedance
IMPE_F
IMPE
function of the impedance
IMPE_R
Type:R
Impedance
IMPE_R
IMPE
actual value of the impedance
INDIC
Type:R
The card of the sizes of the new elements for a mending of meshes contains
INDIC
HNEW
= hold
p
//
1 where p is the degree of the polynomials of the element
INDIC
HOLD
sup of the 3 medians of the element
INDIC
X
co-ordinates of? ? ?
INDIC
Y
co-ordinates of? ? ?
INDIC
Z
co-ordinates of? ? ?
INDIC
BID
? ? ?
INDIC
KSI
relative error/precision if 1: one refines
INST_R
Type:R
Moment of calculation for a temporal evolution
INST_R
INST
value of time (urgent)
INST_R
DELTAT
increment of time for a calculation by `'not of time ''
INST_R
THETA
parameter of - method (0: clarify, 1: implicit,] 0 [
1
:semi-implicit)
INST_R
KHI
indicator for stationary or transitory calculation
INST_R
R
parameter of Lagrangian increased
INST_R
RHO
parameter of Lagrangian increased
LISTMA
Type:K16
Definition of the distributed loads on a zone of the grid (Force of LAPLACE)
LISTMA
LISTMA
List meshs affected by the loading
LISTMA
TRANS
Name of a vector of work describing the loading
MASS_R
Type:R
Characteristics
MASS_R
M
mass element
MASS_R
CDGX
co-ordinate according to X of the C.D.G
MASS_R
CDGY
co-ordinate following Y
MASS_R
CDGZ
co-ordinate according to Z
Handbook of Descriptif Informatique
D4.04 booklet: -
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Code_Aster ®
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Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
J. Key PELLET
:
D4.04.02-B Page
: 11/16
MASS_R
IXX
inertia y2
MASS_R
IYY
inertia x2
MASS_R
IZZ
inertia x2
y2
+ polar inertia
MASS_R
IXY
inertia xy
MASS_R
IXZ
inertia xz
MASS_R
IYZ
inertia yz
MASS_R
EX
moment of inertia principal X
MASS_R
EY
moment of inertia principal Y
MASS_R
EZ
moment of inertia principal Z
MATE_F
Type:K8
Material
MATE_F
MATE
name of affected material to a mesh
META_R
Type:R
Metallurgical sizes provided by user (AFFE_CARTE)
META_R
ZF
Proportion of ferrite
META_R
ZP
Proportion of pearlite
META_R
ZB
Proportion of bainite
META_R
ZM
Proportion of martensite
META_R
Ms
Temperature to describe the martensitic transformation
META_R
TPG
Temperature at the point of gauss
META_R
P
Cut austenitic grain
NEUT_K24
Type:K24
Neutral size `''' of the K24 type. This size is used in general for
to transmit names of objects JEVEUX. The significance of the components varies
from one option to another. This size `'wildcard '' is only used to avoid
the introduction of many sizes without much interest.
NEUT_K24
Z1
component 1
NEUT_K24
Z2
component 2
NEUT_K24
Z3
component 3
NEUT_K24
Z4
component 4
NEUT_K24
Z5
component 5
NEUT_R
Type:R
Neutral size `''' of the real type (see NEUT_K24)
NEUT_R
X1
component 1
NEUT_R
X2
component 2
NEUT_R
X3
component 3
NEUT_R
X4
component 4
NEUT_R
X5
component 5
NEUT_R
X6
component 6
NEUT_R
X7
component 7
NEUT_R
X8
component 8
NEUT_R
X9
component 9
NEUT_R
X10
component 10
NEUT_R
X11
component 11
NEUT_R
X12
component 12
NUMC_I
Type:I
For the multi-layer hulls
NUMC_I
NUMC
Number of the layer
NUMC_I
ORDO
Level of layer (SUP=1, MOY=0, INF=-1)
ONDE_F
Type:K8
Term of damping in incidental wave imposed on a face of element
ONDE_F
PRES
Value of the wave of the function type
ONDE_R
Type:R
Term of damping in incidental wave imposed on a face of element
ONDE_R
PRES
Value of the wave of the real type
PESA_R
Type:R
Characteristics of a loading of gravity: intensity and direction
PESA_R
G
value of the acceleration of gravity
PESA_R
AG
component according to OX of the vector giving the direction of gravity
Handbook of Descriptif Informatique
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Code_Aster ®
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Titrate:
Description of the sizes
Date:
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Author (S):
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:
D4.04.02-B Page
: 12/16
PESA_R
BG
component according to OY of the vector giving the direction of gravity
PESA_R
CG
component according to OZ of the vector giving the direction of gravity
POSI
Type:I
Option of calculation of the matrix of Masse
POSI
POS
= 1, option MASS_MECA
= 0, option MASS_MECA_DIAG
PREC
Type:R
precision
PREC
PREC
value of the precision
PRES_C
Type:C
·
Surface loading applied to a mechanical model (PRES, CISA)
·
Unknown factor of a problem of accoustics: (pressure, speed of the fluid)
PRES_C
PRES
value of the pressure
PRES_C
CISA
shearing applied to the edge of a model 2D
PRES_C
VX
speed of the fluid following OX
PRES_C
VY
speed of the fluid following OY
PRES_C
VZ
speed of the fluid following OZ
PRES_C
LAGR
parameter of lagrange of to the dualisation of the boundary conditions
PRES_F
Type:K8
·
Surface loading applied to a mechanical model (PRES, CISA)
·
Unknown factor of a problem of accoustics: (pressure, speed of the fluid)
PRES_F
PRES
value of the pressure
PRES_F
CISA
shearing applied to the edge of a model 2D
PRES_R
Type:R
·
Surface loading applied to a mechanical model (PRES, CISA)
·
Unknown factor of a problem of accoustics: (pressure, speed of the fluid)
PRES_R
PRES
value of the pressure
PRES_R
CISA
shearing applied to the edge of a model 2D
PRES_R
VX
speed of the fluid following OX
PRES_R
VY
speed of the fluid following OY
PRES_R
VZ
speed of the fluid following OZ
PRES_R
LAGR
parameter of lagrange of to the dualisation of the boundary conditions
RICE_TRACEY
Type:R
Cham_elem of RICE_TRACEY
RICE_TRACEY
TRIAX
rate of triaxiality on the mesh
RICE_TRACEY
RSRO
growth rate on the mesh at the current moment
RICE_TRACEY
VOLU
volume taken into account
RICE_TRACEY
NUMEMA
number of the mesh
RICE_TRACEY
DEPSEQ
variation of the equivalent plastic deformation
ROTA_R
Type:R
Characteristics of a loading of rotation: speed and axis
ROTA_R
OME
speed ongulaire
ROTA_R
AR
component (according to OX) of the axis of rotation
ROTA_R
Br
component (according to OY) of the axis of rotation
ROTA_R
CR
component (according to OZ) of the axis of rotation
SECTION
Type:R
Characteristics of a section of beam
SECTION
AIRE
surface of the section
SECTION
XG
X-coordinate of the center of gravity (reference mark OXY of the grid of the section)
SECTION
YG
ordinate of the center of gravity (reference mark OXY of the grid of the section)
SECTION
ALPHA
angle (OX, GX) if GX 1st principal axis of inertia
SECTION
IX
2
`'inertia '' around GX ((Y - YG)
S
)
SECTION
IY
`'inertia '' around G Y (X - XG)
S
2
SECTION
TESTSTEMXÇ
X-coordinate of the center of torsion (reference mark GXY of inertia)
SECTION
TESTSTEMYÇ
ordinate of the center of torsion (reference mark GXY of inertia)
SECTION
CF
? ? ?
SIEF_C
Type:C
State of stress (or of effort interns)
SIEF_C
SIXX
xx constraints in a continuous medium
SIEF_C
SIYY
yy forced in a continuous medium
SIEF_C
SIZZ
zz forced in a continuous medium
Handbook of Descriptif Informatique
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Titrate:
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Date:
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SIEF_C
SIXY
xy forced in a continuous medium
SIEF_C
SIXZ
xz forced in a continuous medium
SIEF_C
SIYZ
yz forced in a continuous medium
SIEF_C
NR
normal effort
SIEF_C
VY
shearing action according to CY efforts intern beams
SIEF_C
VZ
shearing action according to C Z efforts intern beams
SIEF_C
MT
torque according to C X
SIEF_C
MFY
bending moment according to GY
SIEF_C
MFZ
bending moment according to G Z
SIEF_C
BX
Bi-moment (beam with warping)
SIEF_C
NXX
efforts intern hulls
SIEF_C
NYY
efforts intern hulls
SIEF_C
NXY
efforts intern hulls
SIEF_C
MXX
efforts intern hulls
SIEF_C
MYY
efforts intern hulls
SIEF_C
MXY
efforts intern hulls
SIEF_C
QX
efforts intern hulls
SIEF_C
QY
efforts intern hulls
SIEF_C
FX
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_C
FY
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_C
FZ
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_C
MX
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_C
MY
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_C
MZ
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_C
SIGN
elements of contact: normal constraint
SIEF_C
SITX
elements of contact: tangential constraint
SIEF_C
SITY
elements of contact: tangential constraint
SIEF_C
SITZ
elements of contact: tangential constraint
SIEF_C
VMIS
constraint of Von Mises
SIEF_C
TRESCA
tresca
SIEF_C
PRIN_1
constraint principal direction 1
SIEF_C
PRIN_2
constraint principal direction 2
SIEF_C
PRIN_3
constraint principal direction 3
SIEF_C
VMIS_SG
constraint of Von Mises signed by the trace of sigma
SIEF_C
SN
constraint in the section of beam due to the normal effort
SIEF_C
SVY
constraint in the section of beam due to the shearing action VY
SIEF_C
SVZ
constraint in the section of beam due to the shearing action VZ
SIEF_C
SMT
constraint in the section of beam due to the torque MX
SIEF_C
SMFY
constraint in the section of beam due to the moment D inflection MY
SIEF_C
SMFZ
constraint in the section of beam due to the bending moment MZ
SIEF_R
Type:R
State of stress (or of effort interns) (cf [U?. ? ?. ? ?])
SIEF_R
SIXX
xx constraints in a continuous medium
SIEF_R
SIYY
yy forced in a continuous medium
SIEF_R
SIZZ
zz forced in a continuous medium
SIEF_R
SIXY
xy forced in a continuous medium
SIEF_R
SIXZ
xz forced in a continuous medium
SIEF_R
SIYZ
yz forced in a continuous medium
SIEF_R
NR
normal effort
SIEF_R
VY
shearing action according to CY efforts intern beams
SIEF_R
VZ
shearing action according to C Z efforts intern beams
SIEF_R
MT
torque according to C X
SIEF_R
MFY
bending moment according to GY
SIEF_R
MFZ
bending moment according to G Z
Handbook of Descriptif Informatique
D4.04 booklet: -
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Titrate:
Description of the sizes
Date:
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:
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SIEF_R
BX
Bi-moment (beam with warping)
SIEF_R
NXX
efforts intern hulls
SIEF_R
NYY
efforts intern hulls
SIEF_R
NXY
efforts intern hulls
SIEF_R
MXX
efforts intern hulls
SIEF_R
MYY
efforts intern hulls
SIEF_R
MXY
efforts intern hulls
SIEF_R
QX
efforts intern hulls
SIEF_R
QY
efforts intern hulls
SIEF_R
FX
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_R
FY
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_R
FZ
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_R
MX
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_R
MY
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_R
MZ
efforts for the discrete ones, beams, bars, holds, pulleys
SIEF_R
SIGN
elements of contact: normal constraint
SIEF_R
SITX
elements of contact: tangential constraint
SIEF_R
SITY
elements of contact: tangential constraint
SIEF_R
SITZ
elements of contact: tangential constraint
SIEF_R
VMIS
constraint of Von Mises
SIEF_R
TRESCA
tresca
SIEF_R
PRIN_1
constraint principal direction 1
SIEF_R
PRIN_2
constraint principal direction 2
SIEF_R
PRIN_3
constraint principal direction 3
SIEF_R
VMIS_SG
constraint of Von Mises signed by the trace of sigma
SIEF_R
SN
constraint in the section of beam due to the normal effort
SIEF_R
SVY
constraint in the section of beam due to the shearing action Vy
SIEF_R
SVZ
constraint in the section of beam due to the shearing action Vz
SIEF_R
SMT
constraint in the section of beam due to the torque MX
SIEF_R
SMFY
constraint in the section of beam due to the moment D My inflection
SIEF_R
SMFZ
constraint in the section of beam due to moment Mz the bending
SIEF_R
TRIAX
rate of triaxiality
SIEF_R
SI_ENDO
equivalent constraint of damage
SIEF_R
MASF
********** component used for the THM ***********
SIEF_R
ENTR
to repeat: for the elements `'THM ''
SIEF_R
DISS
to repeat: for the elements `'THM ''
SIEF_R
FLHX
to repeat: for the elements `'THM ''
SIEF_R
FLHY
to repeat: for the elements `'THM ''
SIEF_R
FLHZ
to repeat: for the elements `'THM ''
SIEF_R
FLUX
to repeat: for the elements `'THM ''
SIEF_R
FLUY
to repeat: for the elements `'THM ''
SIEF_R
FLUZ
to repeat: for the elements `'THM ''
SIEF_R
VECT_1_X
Component according to OX of the 1st principal vector ()
SIEF_R
VECT_1_Y
Component according to OY of the 1st principal vector ()
SIEF_R
…
…
SIEF_R
VECT_3_Z
Component according to OZ of the 3rd principal vector ()
SIZZ_R
Type:R
Simple size being used to build elementary sizes MSIZ_R and
VSIZ_R for the calculation of estimator ZZ1
SIZZ_R
SIZZ
coefficient of the matrix or the vector
SOUR_F
Type:K8
Voluminal source of function type
SOUR_F
SOUR
value of the voluminal source applied to a mesh
key word SOURCE of command AFFE_CHAR_THER_F
SOUR_F
VNOR
value the normal speed applied to a face
key word VITE_FACE of command AFFE_CHAR_MECA_F
SOUR_R
Type:R
Voluminal source of real type
SOUR_R
SOUR
value of the voluminal source applied to a mesh
key word SOURCE of command AFFE_CHAR_THER
Handbook of Descriptif Informatique
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Description of the sizes
Date:
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:
D4.04.02-B Page
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SOUR_R
VNOR
value the normal speed applied to a face
key word VITE_FACE of command AFFE_CHAR_MECA
SPMA_R
Type:R
Min and max values of a real field + localization. The “min” and “max” are taken
on the sequence numbers of the SD_RESULTAT (in general temporal)
SPMA_R
MAX
value max
SPMA_R
MIN
value min
SPMA_R
NCOUMAX
number of the layer where the max is reached
SPMA_R
NCOUMIN
number of the layer where the min is reached
SPMA_R
NSECMAX
number of the sector where is reached the max (pipes)
SPMA_R
NSECMIN
number of the sector where the min is reached (pipes)
SPMA_R
NPCOUMAX
number of the point on the layer where the max is reached
SPMA_R
NPCOUMIN
number of the point on the layer where the min is reached
SPMA_R
NPSECMAX
number of the point in the sector where the max is reached
SPMA_R
NPSECMIN
number of the point in the sector where the min is reached
STAOUDYN
Type:R
Parameters of Newmark if calculation dynamic
STAOUDYN
STAOUDYN
= 0: statics
= 1: dynamics
STAOUDYN
ALFNMK
parameter of Newmark ALPHA
STAOUDYN
DELNMK
parameter of Newmark DELTA
TEMP_C
Type:C
Unknown temperature of the thermal phenomenon
TEMP_C
TEMP
temperature
TEMP_C
TEMP_INF
temperature on the lower face (hulls)
TEMP_C
TEMP_SUP
temperature on the higher face (hulls)
TEMP_C
LAGR
parameter of lagrange of to the dualisation of the boundary conditions
TEMP_F
Type:K8
Unknown temperature of the thermal phenomenon
TEMP_F
TEMP
temperature
TEMP_F
TEMP_INF
temperature on the lower face (hulls)
TEMP_F
TEMP_SUP
temperature on the higher face (hulls)
TEMP_R
Type:R
Unknown temperature of the thermal phenomenon
TEMP_R
TEMP
temperature
TEMP_R
TEMP_INF
temperature on the lower face (hulls)
TEMP_R
TEMP_SUP
temperature on the higher face (hulls)
TEMP_R
LAGR
parameter of lagrange of to the dualisation of the boundary conditions
VAR2_R
Type:R
Components of the CHAM_NO of the variable type internal (passage of one
CHAM_ELEM with a CHAM_NO)
VAR2_R
VARI_1
variable interns 1
VAR2_R
VARI_2
variable interns 2
VAR2_R
VARI_3
variable interns 3
VAR2_R
VARI_29
variable interns 29
VAR2_R
VARI_30
variable interns 30
VARI_R
Type:R
Variables intern for the non-linear laws of behavior
Caution: the number of variables interns being able to strongly vary according to
models of behavior (from 1 to 50 for example), they are not distinguished
components of this size. The real number of components is given in
outside catalogs.
VARI_R
VARI
conventional name of the components: VARI_1, VARI_2,…
VNOR_C
Type:C
Normal speed applied to a face of mesh (acoustic)
VNOR_C
VNOR
value normal speed
VNOR_F
Type:K8
Normal speed applied to a face of mesh (acoustic)
VNOR_F
VNOR
function normal speed
VOISIN
Type:I
Elements close and their types for the estimator to error
VOISIN
V0
number of the close element 1
VOISIN
V1
number of the close element 2
VOISIN
V2
number of the close element 3
VOISIN
V3
number of the close element 4
VOISIN
V4
number of the close element 5
VOISIN
V5
number of the close element 6
Handbook of Descriptif Informatique
D4.04 booklet: -
HT-66/05/003/A
Code_Aster ®
Version
8.1
Titrate:
Description of the sizes
Date:
01/12/05
Author (S):
J. Key PELLET
:
D4.04.02-B Page
: 16/16
VOISIN
V6
number of the close element 7
VOISIN
T0
type of the close element 1
VOISIN
T1
type of the close element 2
VOISIN
T2
type of the close element 3
VOISIN
T3
type of the close element 4
VOISIN
T4
type of the close element 5
VOISIN
T5
type of the close element 6
VOISIN
T6
type of the close element 7
WEIBULL
Type:R
Constraint of Weibull
WEIBULL
DSIGWB
value of the constraint
Handbook of Descriptif Informatique
D4.04 booklet: -
HT-66/05/003/A
Outline document