/ANIM/Eltyp/Restype

Engine Keyword Generates animation files containing element data for the specified result. Options used for beam, spring and truss element types.

Format

/ANIM/Eltyp/Restype

Definition

Field Contents SI Unit Example
Eltyp
ELEM
The variable is saved for all types of elements; except where not applicable.
BEAM
Beam elements
SPRING
Spring elements
TRUS
Truss elements
 
Restype
AMS
Elements using AMS timestep due to /DT/CST_AMS
DAM1, DAM2 or DAM3
Damage in direction 1, 2 or 3
DENS
Density
DT
Element time step. 5
ENER
Specific energy density (internal energy divided by the element mass).
EPSD
Strain rate for beam elements.
EPSP
Plastic strain ε p . For beam elements the mean plastic strain is calculated between all cross-section integration points of the beam.
ESPN/N
Plastic strain ε p output for integration point number N for /PROP/TYPE18 (INT_BEAM).
ESPN/All
Plastic strain ε p output for all integration points for /PROP/TYPE18 (INT_BEAM).
EPSX
Total strain XX (for TRUSS element only).
HOURG
Hourglass energy per mass unit
P
Pressure
SIGX
Stress XX
SIGY
Stress YY
SIGZ
Stress ZZ
SIGXY
Shear stress XY
SIGYZ
Shear stress YZ
SIGZX
Shear stress ZX
TEMP
Temperature
THIC
Thickness
TILLOTSON
Region identifier for Tillotson Equation of State (/EOS/TILLOTSON).
USRi
Variable of user law ( i MathType@MTEF@5@5@+= feaagKart1ev2aaatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVu0Je9sqqrpepC0xbbL8F4rqqrFfpeea0xe9Lq=Jc9 vqaqpepm0xbba9pwe9Q8fs0=yqaqpepae9pg0FirpepeKkFr0xfr=x fr=xb9adbaqaaeGaciGaaiaabeqaamaabaabaaGcbaGaamyAaaaa@36E4@ =1 to 18).
VONM
von Mises stress.
MACH
Mach number (/MAT/LAW151 (MULTIFLUID) only).
OFF
Element status
Where,
= -1
Element is not active (it is defined in an activated rigid body).
= 0
Deleted element.
Between 0 and 1
Under failure process.
= 1
Active element.
DAMG
Mean damage value over integration points (only for /FAIL/GURSON). 6
EPSX
Total strain XX (for TRUSS element only).
 

Comments

  1. Damage in springs is defined as the maximum value between time 0 and the current time of the displacement versus failure displacement ratio: (1)
    DAM = max t ( δ ( t ) δ max )
  2. For /PROP/TYPE13 (SPR_BEAM) springs, damage direction 1 is traction/compression, 2 and 3 are shear y and z.
  3. For /PROP/TYPE8 (SPR_GENE) springs, damage directions 1, 2 and 3 are, respectively x, y and z.
  4. The "SPH outputs" are available with /ANIM/Eltyp = ELEM/Restype (all Restype values; except Restype = THIC or HOURG). The Restype values: DAM1, DAM2 or DAM3 are only available with material LAW24 for brick element.
  5. Element time step shows in animation only if elementary time step are computed for this element by Radioss. If nodal time step used (/DT/NODA) in computation , then no element time step shows in animation.
  6. Option DAMG only used with /FAIL/GURSON to output damage value (ratio of total void volume fraction in current to it at ductile failure).(2)
    D = f t f F MathType@MTEF@5@5@+= feaagKart1ev2aqatCvAUfeBSjuyZL2yd9gzLbvyNv2CaerbuLwBLn hiov2DGi1BTfMBaeXatLxBI9gBaerbd9wDYLwzYbItLDharqqtubsr 4rNCHbGeaGqiVCI8FfYJH8YrFfeuY=Hhbbf9v8qqaqFr0xc9pk0xbb a9q8WqFfeaY=biLkVcLq=JHqpepeea0=as0Fb9pgeaYRXxe9vr0=vr 0=vqpWqaaeaabiGaciaacaqabeaadaqaaqaaaOqaaabaaaaaaaaape Gaamiraiabg2da9maalaaapaqaa8qacaWGMbWdamaaBaaaleaapeGa amiDaaWdaeqaaaGcbaWdbiaadAgapaWaaSbaaSqaa8qacaWGgbaapa qabaaaaaaa@3C72@