Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
1/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
Organization (S):
EDF-R & D/AMA
Instruction manual
U2.01 booklet: General concepts
Document: U2.01.04
Documentation of the sizes of Code_Aster
Summary:
Description of the sizes associated with the fields being able to be created by the controls of Code_Aster.
This document is an extract “user” of the document [D4.04.02].
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
2/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
The following table has three columns. The name of the sizes appears in the leading column (classified by
alphabetical order).
Each size is separated from following by a white line.
On the first line of a size, one finds the type of this size (reality:
R
, complex:
C
,…)
One lists then the names of the components of this size (column 2) and one makes a small comment on
each one of them.
CORR_R
Type: R
Corrosion
CORR_R
CORR
Corrosion
CRRU_R
Type:R
Criteria of rupture for the composite multi-layer hulls
CRRU_R
SIGL
Stress according to the 1ere to dir. orthotropism
CRRU_R
SIGT
Stress according to the 2nd direction of orthotropism
CRRU_R
SIGLT
Shear stress
CRRU_R
CRIL
Criterion of rupture according to the 1ere to dir. orthotropism
CRRU_R
CRIT
Criterion of rupture according to the 2nde to dir. orthotropism
CRRU_R
CRILT
Criterion of rupture in shearing following LT
CRRU_R
CRITH
Criterion of Tsai-Hill
DBEL_R
Type:R
Acoustic decibel
DBEL_R
DB
decibel
DEPL_C
Type:C
See
DEPL_R
DEPL_R
Type:R
Displacement (unknown 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
roll (for an element of beam)
DEPL_R
NEAR
ddl of pressure
DEPL_R
TEMP
ddl of temperature
DEPL_R
PHI
angle of cracking
DEPL_R
DH
hydraulic diameter
DEPL_R
GONF
swelling for the quasi-incompressible elements
DEPL_R
UI2
roll and ovalization in mode2 for the pipes
DEPL_R
VI2
roll and ovalization in mode2 for the pipes
DEPL_R
WI2
roll and ovalization in mode2 for the pipes
DEPL_R
…
…
DEPL_R
UI3
roll and ovalization in mode3 for the pipes
DEPL_R
VI3
roll and ovalization in mode3 for the pipes
DEPL_R
WI3
roll and ovalization in mode3 for the pipes
DEPL_R
…
…
DEPL_R
D1
projection of the translation on vector D1X, D1Y, D1Z
DEPL_R
D2
projection of the translation on vector D2X, D2Y, D2Z
DEPL_R
D3
projection of the translation on vector D3X, D3Y, D3Z
DEPL_R
D1X, D1Y,
D1Z
components according to X Y Z of a vector (see D1)
DEPL_R
D2X, D2Y,
D2Z
components according to X Y Z of a vector (see D2)
DEPL_R
D3X, D3Y,
D3Z
components according to X Y Z of a vector (see D3)
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
3/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
DOMMAG
Type:R
Field of damage on a structure
DOMMAG
DOMA
value of the damage
DOMMAG
TRIAX
value of the rate of triaxiality
DOMMAG
SI_ENDO
value of the stress of damage of Lemaître-Sermage
DOMMAG
COENDO
value of the stress of damage of Lemaître-Sermage standardized
DOMMAG
DOM_LEM
value of the damage of Lemaître-Sermage
DOMMAG
D_CUMULE
value of the damage of cumulated Lemaître-Sermage
DURT_R
Type:R
Initialization of the calculation of hardness associated with the metallurgy
DURT_R
HV
value of hardness
ENER_R
Type:R
Energy
ENER_R
TOTAL
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
BENDING
energy in bending
ENER_R
FLEX_Y
energy in bending Y
ENER_R
FLEX_Z
energy in bending 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_R
Type:R
Deformation
EPSI_R
EPXX
xx
deformation of a continuous medium
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: strain 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
main deformation of the tensor direction 1
EPSI_R
PRIN_2
main deformation of the tensor direction 2
EPSI_R
PRIN_3
main deformation of the tensor direction 3
EPSI_R
INVA_2SG
second signed invariant of the tensor of deformation
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
4/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
ERROR
Type:R
Error analysis in mechanics with the method of the residues
ERROR
ERREST
absolute error estimated on the element
ERROR
NUEST
relative error estimated on the element
ERROR
SIGCAL
energy of the stresses normalizes on the element
ERRETEMP
Type:R
Error analysis in thermics with the method of the residues
ERRETEMP
ERTABS
absolute error estimated on the element
ERRETEMP
ERTREL
relative error estimated on the element
ERRETEMP
FOR THE THIRD TIME…
various terms contributing to the total error [R4.10.03]
FACY_R
Type:R
Size related to fatigue with great numbers of cycles, multiaxial loading
FACY_R
DTAUM1 first value of the half-amplitude max of shearing in the critical plan
FACY_R
VNM1X, Y, Z components of the normal vector in the plan criticizes agent with dtaum1
FACY_R
SINMAX1
normal maximum stress in the plan criticizes agent with dtaum1
FACY_R
SINMOY1
normal mean stress in the plan criticizes agent with dtaum1
FACY_R
EPNMAX1
normal maximum deformation in the plan criticizes agent with dtaum1
FACY_R
EPNMOY1
normal average deformation in the plan criticizes agent with dtaum1
FACY_R
SIGEQ1
equivalent stress associated dtaum1
FACY_R
NBRUP1
a number of cycles before rupture, function of sigeq1 and a curve of Wöhler
FACY_R
ENDO1
damage associated with nbrup1 (endo1=1/nbrup1)
FACY_R
DTAUM2 second value of the half-amplitude max of shearing in the critical plan
FACY_R
VNM2X, Y, Z components of the normal vector in the plan criticizes agent with dtaum2
FACY_R
…
…
FACY_R
ENDO2
damage associated with nbrup2 (endo2=1/nbrup2)
FLUX_R
Type:R
Vectorial flow of heat in a material point of the continuous field
:
= -
T
FLUX_R
FLOW
component according to OX of
FLUX_R
FLUY
component according to OY of
FLUX_R
FLUZ
component according to 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
G
Type:R
Rate of refund of energy and coefficients of intensity of stresses
G
GTHETA
rate of refund of energy
G
K1
stress intensity factor K1
G
K2
stress intensity factor K2
GEOM_R
Type:R
Geometry (of a node or a point of Gauss)
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)
GEOM_R
W
Weight of the point of Gauss
IND_LOCA
Type:R
Indicator of localization
IND_LOCA
INDEX
Criterion being worth 1 if localization (and 0 if not: det NHN >0)
IND_LOCA
DIR1
First direction of localization
IND_LOCA
DIR2
Second direction of localization
IND_LOCA
DIR3
Third direction of localization
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
5/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
IND_LOCA
DIR4
Fourth direction of localization
INFC_R
Type:R
Information relating to the contact
INFC_R
CONT
indicator of contact
INFC_R
PLAY
play enters the node slave and the associated mesh Master
INFC_R
RN
multiplier of Lagrange and standard of RN
INFC_R
RNX, Y, Z
components of the vector of forces due to the contact
INFC_R
GLIX
tangent displacement in X for each connection normalizes
INFC_R
GLIY
tangent displacement in there for each connection normalizes
INFC_R
GLI
tangent displacement for each connection normalizes
INFC_R
RTAX
component X of the forces of the adherent nodes
INFC_R
RTAY
component there of the forces of the adherent nodes
INFC_R
RTAZ
component Z of the forces of the adherent nodes
INFC_R
RTGX
component X of the forces of the slipping nodes
INFC_R
RTGY
component there of the forces of the slipping nodes
INFC_R
RTGZ
component Z of the forces of the slipping nodes
INFC_R
X-ray
component X of the sum RN rtg and rta
INFC_R
RY
component there of the sum RN rtg and rta
INFC_R
RZ
component Z of the sum RN rtg and rta
INFC_R
R
r_tot normalizes
PRES_C
Type:C
See
PRES_R
PRES_R
Type:R
·
Surface loading applied to a mechanical model (
NEAR
,
CISA
)
·
Unknown factor of a problem of accoustics: (pressure, speed of the fluid)
PRES_R
NEAR
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
RCCM_R
Type:R
Sizes for the RCCM B3600
RCCM_R
C1
value index of stresses
RCCM_R
C2
value index of stresses
RCCM_R
C3
value index of stresses
RCCM_R
K1
value index of stresses
RCCM_R
K2
value index of stresses
RCCM_R
K3
value index of stresses
RCCM_R
TYPE
type of mesh
RCCM_R
E
modulus of elasticity at temperature of calculation
RCCM_R
E_AMBI
modulus of elasticity at ambient temperature
RCCM_R
NAKED
Poisson's ratio at ambient temperature
RCCM_R
ALPHA
expansion factor at ambient temperature
RCCM_R
E_REFE
Young modulus of reference
RCCM_R
SM
acceptable equivalent stress of material
RCCM_R
M_KE
constant of material
RCCM_R
N_KE
constant of material
RCCM_R
IY
main moment of inertia compared to Y
RCCM_R
IZ
main moment of inertia compared to Z
RCCM_R
D
diameter of piping
RCCM_R
EP
thickness of piping
RCCM_R
SN
amplitude of variation of the linearized stresses
RCCM_R
SALT
amplitude of stress
RCCM_R
U_TOTAL factor of use
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
6/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
RCCM_R
TYPEKE
type of calculation of KE: either KE_MECA, or K2_MIXTE
RICE_TRA
Sizes resulting from the calculation of growth of cavities in ductile rupture
RICE_TRA
TRIAX
rate of triaxiality on the mesh
RICE_TRA
RSR0
growth rate
RICE_TRA
VOLU
volume taken into account
RICE_TRA
NUMEMA
number of the mesh
RICE_TRA
DEPSEQ
variation of equivalent plastic deformation
SIEF_C
Type:C
See
SIEF_R
SIEF_R
Type:R
State of stress (or of effort interns)
SIEF_R
SIXX
xx
stresses in a continuous medium
SIEF_R
SIYY
yy
stresses in a continuous medium
SIEF_R
SIZZ
zz
stresses in a continuous medium
SIEF_R
SIXY
xy
stresses in a continuous medium
SIEF_R
SIXZ
xz
stresses in a continuous medium
SIEF_R
SIYZ
yz
stresses in a continuous medium
SIEF_R
NR
normal effort
SIEF_R
VY
shearing action according to Y (efforts intern beams)
SIEF_R
VZ
shearing action according to Z (efforts intern beams)
SIEF_R
MT
torque according to X
SIEF_R
MFY
bending moment following Y
SIEF_R
MFZ
bending moment according to Z
SIEF_R
BX
Bi-moment (beam with roll)
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
QXX, QXY,
QYX, QYY,
QZX, QZY
stresses generalized for element QUAD4 “under-integrated” of
modelings C_PLAN_SI and D_PLAN_SI
SIEF_R
FX
efforts for the discrete ones, beams, bars… in total reference mark
SIEF_R
FY
efforts for the discrete ones, beams, bars… in total reference mark
SIEF_R
FZ
efforts for the discrete ones, beams, bars… in total reference mark
SIEF_R
MX
efforts for the discrete ones, beams, bars… in total reference mark
SIEF_R
MY
efforts for the discrete ones, beams, bars… in total reference mark
SIEF_R
MZ
efforts for the discrete ones, beams, bars… in total reference mark
SIEF_R
VMIS
stress of Von Mises
SIEF_R
TRESCA
stress of Tresca
SIEF_R
PRIN_1
stress main direction 1
SIEF_R
PRIN_2
stress main direction 2
SIEF_R
PRIN_3
stress main direction 3
SIEF_R
VMIS_SG
stress of Von Mises signed by the trace of sigma
SIEF_R
SN
stress in the section of beam due to the normal effort
SIEF_R
SVY
stress in the section of beam due to the shearing action Vy
SIEF_R
SVZ
stress in the section of beam due to the shearing action Vz
SIEF_R
SMT
stress in the section of beam due to the torque MX
SIEF_R
SMFY
stress in the section of beam due to moment My the bending
SIEF_R
SMFZ
stress in the section of beam due to moment Mz the bending
SIEF_R
TRIAX
rate of triaxiality
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
7/8
Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
SIEF_R
SI_ENDO
equivalent stress of damage
SOUR_R
Type:R
Voluminal source of real type
SOUR_R
SOUR
value of the voluminal source applied to a mesh
key word
SOURCE
control
AFFE_CHAR_THER
SOUR_R
VNOR
value the normal speed applied to a face
key word
VITE_FACE
control
AFFE_CHAR_MECA
SPMA_R
Type:R
Calculation of the extremums of a field on a section of pipe
SPMA_R
MIN, MAX
extreme values of a field on all the points of integration of a section
pipe
SPMA_R
NCOUMIN,
NCOUMAX
numbers of the layers carrying out the min and the max
SPMA_R
NSECMIN,
NSECMAX
numbers of the sectors carrying out the min and the max
SPMA_R
NPCOUMIN
NPCOUMAX
numbers of the points of integration on the layers carrying out the min and the max
SPMA_R
NPSECMIN
NPSECMAX
numbers of the points of integration on the sectors carrying out the min and the max
TEMP_C
Type:C
See
TEMP_R
TEMP_F
Type:K8
See
TEMP_R
TEMP_R
Type:R
Temperature (unknown 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)
VARI_R
Type:R
Internal variables
VARI_R
V1,… Vn
the number and the significance of the internal variables are specific to each
relation of behavior. To refer to the reference document relative to
behavior used on the mesh considered. In the case of elements with N
“under-points” of integration, such as the hulls, the pipes, the beams
multifibre, in each point of Gauss, the number of variables intern will be
equal to product N * m, m being the number of variables intern
behavior.
VNOR_C
Type:C
Normal speed applied to a face of mesh (acoustic)
VNOR_C
VNOR
value normal speed
WEIBULL
Type:R
Model of Beremin for the rupture by cleavage
WEIBULL
DSIGWB
stress of Weibull
Code_Aster
®
Version
7.3
Titrate:
Documentation of the sizes of Code_Aster
Date:
02/06/04
Author (S):
J.M. PROIX
,
J. PELLET
Key
:
U2.01.04-B2
Page:
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Instruction manual
U2.01 booklet: General concepts
HT-66/04/004/A
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