presol#
- Results.presol(item='', comp='', **kwargs)#
Prints the solution results for elements.
Mechanical APDL Command: PRESOL
- Parameters:
Notes
presol prints the solution results for the selected elements in the sorted sequence.
For example, presol,S prints the stress items SX, SY, SZ, SXY, SYZ, and SXZ for the node locations of the element. Various element results depend on the calculation method ( avprin ).
Component results are in the global Cartesian coordinate directions unless transformed ( rsys ).
Shell elements print values at the top, then bottom of the element (or layer). If KEYOPT(8) = 2 (for
SHELL181
,SHELL208
,SHELL209
,SHELL281
, orELBOW290
), the results are printed in the order TOP, BOT and then MID of each element, (or layer). The MID value is the actual value to the results file.Items are listed as columns of a table versus element number. An exception occurs for item ELEM, which uses an element format (where all applicable line element results are listed per element) instead of a tabular format.
You can issue force to define which component of the nodal load is to be used (static, damping, inertia, or total).
To print items not available via presol (such as line element results), see etable and pretab.
For PowerGraphics ( graphics,POWER), results are listed only for the element surface. Items not supported by PowerGraphics are noted in PRESOL - General Result Item and Component Labels.
The results printed by presol are unaffected by any requested nodal-averaged results ( outres,NAR). For more information, see Nodal-Averaged Results
For
Item
= SRES, selected result components ( osresult ) are output. See PRESOL - Selected Result Component Labels.PRESOL - General Result Item and Component Labels#
General Item and Component Labels presol, Item, Comp
#Item
Comp
Description
S
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) stresses.
PRIN
Principal stresses (1, 2, 3), stress intensity (INT), and equivalent stress (EQV).
EPEL
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) elastic strains.
PRIN
Principal elastic strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
EPTH
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) thermal strains.
PRIN
Principal thermal strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
EPDI
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) diffusion strains.
PRIN
Principal diffusion strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
EPPL
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) plastic strains.
PRIN
Principal plastic strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
EPCR
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) creep strains.
PRIN
Principal creep strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
EPSW
Swelling strain.
EPTO
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) total mechanical strains (EPEL + EPPL + EPCR).
PRIN
Principal total mechanical strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
EPTT
COMP or blank
Component (X, Y, Z, XY, YZ, XZ) total mechanical, thermal, diffusion, and swelling strains (EPEL + EPPL + EPCR + EPTH + EPDI + EPSW).
PRIN
Principal total mechanical, diffusion, thermal, and swelling strains (1, 2, 3), strain intensity (INT), and equivalent strain (EQV).
NL
Nonlinear items (SEPL, SRAT, HPRES, EPEQ, CREQ, PSV, PLWK).
SEND
ELASTIC The results for this postprocessing SEND component are invalid for
ELBOW290
if that element is used with viscoelastic or viscohyperelastic materials.Elastic strain energy density. (For viscoelastic and sintering materials, the stored energy.)
PLASTIC
Plastic strain energy density.
CREEP
Creep strain energy density.
DAMAGE
Damage strain energy density.
VDAM
Viscoelastic dissipation energy density.
VREG
Visco-regularization strain energy density.
DISS
Structural-thermal dissipation.
ENTO
Total strain energy density (sum of ELASTIC, PLASTIC, and CREEP strain energy densities).
CDM
DMG
Damage variable.
LM
Maximum previous strain energy for virgin material.
FAIL
Failure criteria for virgin material. Not supported by PowerGraphics. Works only if failure criteria are provided ( fc and tb ). Default components: Maximum of all failure criteria defined at current location (MAX), maximum strain (EMAX), maximum stress (SMAX), Tsai-Wu Strength Index (TWSI), inverse of Tsai-Wu Strength Ratio Index (TWSR). Other available components: Hashin Fiber Failure (HFIB), Hashin Matrix Failure (HMAT), Puck Fiber Failure (PFIB), Puck Matrix Failure (PMAT), LaRc03 Fiber Failure (L3FB), LaRc03 Matrix Failure (L3MT), LaRc04 Fiber Failure (L4FB), LaRc04 Matrix Failure (L4MT), and any user-defined failure criteria (USR1 through USR9). USR1 through USR9 require a failure-criteria routine. Issue fctyp to activate or remove failure criteria.
PFC
Failure criteria based on the effective stresses in the damaged material. Components: Maximum of all failure criteria defined at current location (MAX), fiber tensile failure (FT), fiber compressive failure (FC), matrix tensile failure (MT), and matrix compressive (MC).
PDMG
Progressive damage parameters. Components: Damage status (STAT, 0 = undamaged, 1 = damaged, 2 = complete damage), fiber tensile damage variable (FT), fiber compressive damage variable (FC), matrix tensile damage variable (MT), matrix compressive damage variable (MC), shear damage variable (S), energy dissipated per unit volume (SED), energy per unit volume due to viscous damping (SEDV).
FCMX
Maximum failure criterion over the entire element. Components: Layer number where the maximum occurs (LAY), name of the maximum failure criterion (FC), and value of the maximum failure criterion (VAL).
SVAR
1,2,3,… N
State variable.
GKS
Gasket component (X, XY, XZ) stress.
GKD
Gasket component (X, XY, XZ) total closure.
GKDI
Gasket component (X, XY, XZ) total inelastic closure.
GKTH
Gasket component (X, XY, XZ) thermal closure.
CONT
Contact items (STAT, PENE, PRES, SFRIC, STOT, SLIDE, GAP, FLUX, CNOS, FPRS). See component descriptions in plesol.
TG
Component (X, Y, Z) thermal gradients and vector sum (SUM). No vector sum is calculated for coupled pore-pressure-thermal (CPT
nnn
) elements.TF
Component (X, Y, Z) thermal fluxes and vector sum (SUM).
PG
Component (X, Y, Z) and vector sum (SUM) for velocity or energy density flux (room acoustics).
EF
Component (X, Y, Z) electric fields and vector sum (SUM).
D
Component (X, Y, Z) electric flux densities and vector sum (SUM).
H
Component (X, Y, Z) magnetic field intensities and vector sum (SUM).
B
Component (X, Y, Z) magnetic flux densities and vector sum (SUM).
CG
Component concentration gradient or vector sum.
DF
Component diffusion flux density or vector sum.
FMAG
Component (X, Y, Z) electromagnetic forces and vector sum (SUM).
P
Poynting vector components (X, Y, Z) and sum (SUM).
CG
Concentration gradient.
F
Component (X, Y, Z) structural forces. Use force for type. Do not use presol to obtain contact forces for contact elements, as the force values reported may not be accurate for these elements. Use etable instead.
M
Component (X, Y, Z) structural moments.
HEAT
Heat flow.
FLOW
Fluid flow.
AMPS
Current flow.
CHRG
Charge.
FLUX
Magnetic flux.
CSG
Component (X, Y, Z) magnetic current segments.
FORC
All available force items (F to CSG above). (10 maximum).
RATE
Diffusion flow rate.
BFE
TEMP For reinforcing elements
REINF264
andREINF265
, issue presol ,BFE,TEMP to print the intersection-point temperature of each member. You can also print intersection-point temperature gradients ( presol,TG) and intersection-point heat flux ( plesol,TF). For higher- order reinforcing members (generated when using higher-order base elements), the midpoint values are not available for the reinforcing members.Body temperatures (calculated from applied temperatures) as used in solution (area and volume elements only).
ELEM
All applicable element results (available only for
LINK180
and previous-generation structural line elements).SERR Some element- and material-type limitations apply. See prerr.
Structural error energy.
SDSG
Absolute value of the maximum variation of any nodal stress component.
TERR
Thermal error energy.
TDSG
Absolute value of the maximum variation of any nodal thermal gradient component.
SENE
“Stiffness” energy or thermal heat dissipation. Same as TENE.
STEN
Elemental energy dissipation due to stabilization.
TENE
Thermal heat dissipation or “stiffness” energy. Same as SENE.
KENE
Kinetic energy.
ASENE
Amplitude “stiffness” energy.
PSENE
Peak “stiffness” energy.
AKENE
Amplitude kinetic energy.
PKENE
Peak kinetic energy.
DENE
Damping energy.
WEXT WEXT is calculated for element-based loading only (and not for nodal-force loading). WEXT is stored on elements to which loading has been applied; if surface elements are added on top of other elements, for example, and pressure loading is applied to the surface elements, WEXT is available for the surface elements only.
Work due to external load.
AENE
Artificial energy due to hourglass control/drill stiffness or due to contact stabilization.
JHEAT
Element Joule heat generation (coupled-field calculation).
JS
Source current density for low-frequency magnetic analyses. Total current density (sum of conduction and displacement current densities) in low frequency electric analyses. Components (X, Y, Z) and vector sum (SUM).
JT
Total measurable current density in low-frequency electromagnetic analyses. (Conduction current density in a low-frequency electric analysis.) Components (X, Y, Z) and vector sum (SUM).
JC
Conduction current density for elements that support conduction current calculation. Components (X, Y, Z) and vector sum (SUM).
MRE
Magnetic Reynolds number.
VOLU
Volume of volume element.
CENT
Centroid X, Y, or Z location (based on shape function) in the active coordinate system.
LOCI
Integration point location.
SMISC
snum
Element summable miscellaneous data value at sequence number
snum
(shown in the Output Data section of each element description).NMISC
snum
Element nonsummable miscellaneous data value at sequence number
snum
(shown in the Output Data section of each element description).CAP
Material cap plasticity model only: Cohesion (C0); hydrostatic compaction yielding stress (X0); I1 at the transition point at which the shear and compaction envelopes intersect (K0); ZONE = 0: elastic state, ZONE = 1: compaction zone, ZONE = 2: shear zone, ZONE = 3: expansion zone; effective deviatoric plastic strain (DPLS); volume plastic strain (VPLS).
EDPC
Material EDP creep model only (not including the cap model): Equivalent creep stress (CSIG); equivalent creep strain (CSTR).
FICT
TEMP
Fictive temperature.
ESIG
COMP or blank
Components of Biot``s effective stress.
PRIN
Principal stresses of Biot``s effective stress.
INT
Stress intensity of Biot``s effective stress.
EQV
Equivalent stress of Biot``s effective stress.
DPAR
TPOR
Total porosity (Gurson material model).
GPOR
Porosity due to void growth.
NPOR
Porosity due to void nucleation.
FFLX
COMP
Fluid flow flux components in poromechanics.
FGRA
COMP
Fluid pore-pressure gradient components in poromechanics.
MENE
Acoustic potential energy.
PMSV
COMP
Void volume ratio, pore pressure, degree of saturation, and relative permeability for coupled pore-pressure CPT elements.
FPIDX
TF01,SF01, TF02,SF02, TF03,SF03, TF04,SF04
Failure plane surface activity status for concrete and joint rock material models: 1 = yielded, 0 = not yielded. Tension and shear failure status are available for all four sets of failure planes.
YSIDX
TENS,SHEA
Yield surface activity status for Mohr-Coulomb, soil, concrete, and joint rock material models: 1 = yielded, 0 = not yielded.
NS
COMP
Nominal strain for hyperelastic material, reported in the current configuration (unaffected by rsys ).
MPLA
DMAC,DMAX
Microplane damage, macroscopic and maximum values.
MPDP
Microplane homogenized total, tension, and compression damages (TOTA, TENS, COMP), and split weight factor (RW).
DAMAGE
Damage in directions 1, 2, 3 (1, 2, 3) and the maximum damage (MAX).
GDMG
Damage
IDIS
Structural-thermal dissipation rate
BKS
X, Y, Z, XY, YZ, XZ
Total nonlinear kinematic backstress reported in the current configuration (unaffected by rsys ). Available for 3D, plane strain, and axisymmetric elements.
BKS1,…,BKS5
X, Y, Z, XY, YZ, XZ
Superimposed components of the total nonlinear kinematic backstress reported in the current configuration (unaffected by rsys ). Available for 3D, plane strain, and axisymmetric elements when more than one superimposed back-stress component is defined.
EPFR
Free strain in porous media
SNDI
Component (X, Y, Z) sound intensity and vector sum (SUM).
FC1S
1,2,3,4,5,6
First set of six components of FCC crystal slip. Available for 3D elements only.
FC2S
1,2,3,4,5,6
Second set of six components of FCC crystal slip. Available for 3D elements only.
HC1S
1,2,3,4,5,6
Six components of HCP crystal slip on basal and prismatic systems. Available for 3D elements only.
HC2S
1,2,3,4,5,6
Six components of HCP crystal slip on pyramidal system. Available for 3D elements only.
HC3S
1,2,3,4,5,6
First set of six components of HCP crystal slip on the first-order pyramidal system. Available for 3D elements only.
HC4S
1,2,3,4,5,6
Second set of six components of HCP crystal slip on the first-order pyramidal system. Available for 3D elements only.
HC5S
1,2,3,4,5,6
Six components of HCP crystal slip on the second-order pyramidal system. Available for 3D elements only.
BC1S
1,2,3,4,5,6
First set of six components of BCC slip on 111 plane. Available for 3D elements only.
BC2S
1,2,3,4,5,6
Second set of six components of BCC slip on 111 plane. Available for 3D elements only.
BC3S
1,2,3,4,5,6
First set of six components of BCC slip on 112 plane. Available for 3D elements only.
BC4S
1,2,3,4,5,6
Second set of six components of BCC slip on 112 plane. Available for 3D elements only.
BC5S
1,2,3,4,5,6
First set of six components of BCC slip on 123 plane. Available for 3D elements only.
BC6S
1,2,3,4,5,6
Second set of six components of BCC slip on 123 plane. Available for 3D elements only.
BC7S
1,2,3,4,5,6
Third set of six components of BCC slip on 123 plane. Available for 3D elements only.
BC8S
1,2,3,4,5,6
Fourth set of six components of BCC slip on 123 plane. Available for 3D elements only.
FC1H
1,2,3,4,5,6
First set of six components of FCC crystal hardness. Available for 3D elements only.
FC2H
1,2,3,4,5,6
Second set of six components of FCC crystal hardness. Available for 3D elements only.
HC1H
1,2,3,4,5,6
Sixcomponents of HCP crystal hardness on basal and prismatic systems. Available for 3D elements.
HC2H
1,2,3,4,5,6
Six components of HCP crystal hardness on pyramidal system. Available for 3D elements only.
HC3H
1,2,3,4,5,6
First set of six components of HCP crystal hardness on the first-order pyramidal system. Available for 3D elements only.
HC4H
1,2,3,4,5,6
Second set of six components of HCP crystal hardness on the first-order pyramidal system. Available for 3D elements only.
HC5H
1,2,3,4,5,6
Six components of HCP crystal hardness on the second-order pyramidal system. Available for 3D elements only.
BC1H
1,2,3,4,5,6
First set of six components of BCC hardness on 111 plane. Available for 3D elements only.
BC2H
1,2,3,4,5,6
Second set of six components of BCC hardness on 111 plane. Available for 3D elements only.
BC3H
1,2,3,4,5,6
First set of six components of BCC hardness on 112 plane. Available for 3D elements only.
BC4H
1,2,3,4,5,6
Second set of six components of BCC hardness on 112 plane. Available for 3D elements only.
BC5H
1,2,3,4,5,6
First set of six components of BCC hardness on 123 plane. Available for 3D elements only.
BC6H
1,2,3,4,5,6
Second set of six components of BCC hardness on 123 plane. Available for 3D elements only.
BC7H
1,2,3,4,5,6
Third set of six components of BCC hardness on 123 plane. Available for 3D elements only.
BC8H
1,2,3,4,5,6
Fourth set of six components of BCC hardness on 123 plane. Available for 3D elements only.
XELG
1,2,3,45,6,EQV
Crystal Lagrangian strain in 11, 22, 33, 12, 23,13 directions and its equivalent. Available for 3D elements only.
SINT
RHO, ETA, SSTR, GRAIN
Sintering relative density, viscosity, sintering stress, and average grain size values.
PRESOL - Selected Result Component Labels#
Selected Result Component Labels presol,SRES, Comp
#Comp
Description
SVAR
n
The
n
th state variable.FLDUF0
n
The
n
th user-defined field variable.