Runname_run#.sty Files

The Runname_run#.sty is written by entering the following keyword in Radioss Engine files.

/OUTP

Tstart Tfreq

OUTP files are written with a time frequency Tfreq, the first file being written at time Tstart.

Data is written in the same format as in the Runname_0000.sty file.

Runname_run#.sty files contain the following default information:

# Radioss Output File V21 Runname_run#.sty (or RunnameYnnn)

With Runname being the root name of the computation and nnn the number of the file written (or run# is the Radioss run number (four digits) from 0000 to 9999).
  • /GLOBAL

    Contains: Time, internal energy, kinetic energy, rotational kinetic energy, and external force work for the complete model.

  • /MATER /material number (internal number, 10 digits)

    First line contains: User number, internal energy, and kinetic energy.

    Second line contains: X momentum, Y momentum, and Z momentum.

  • /NODAL/VECTOR/COORDINATE

    Nodal coordinates.

    Other information may be output using the following keywords in the Engine file:

  • /OUTP/Keyword2 for scalar information
  • /OUTP/ELEM/Keyword3 for element scalar information
  • /OUTP/VECT/Keyword3 for vector information
  • /OUTP/BRIC/Keyword3/Keyword4 for brick tensor information
  • /OUTP/SHEL/Keyword3/Keyword4 for shell tensor information

Keywords are the same as for animation files, except:

EPSDOT is not available as a scalar, but is available for shells as a tensor.

/OUTP/BRIC/STRESS gives the stress tensor for bricks, keywords SIGX, SIGY ... are not available.

Variables are given by the following lines:
  • /OUTP/Keyword2/Keyword3/Keyword4

    Each keyword is formatted on 10 characters.

    Keyword2 is the type of node/element: NODAL, SHELL, SOLID

    Keyword3 is the type of variable: SCALAR, VECTOR, TENSOR

    Keyword4 is the name of the variable

    Variables are written in the order of their system number. For shell elements, 4-node elements are written first, followed by 3-node elements.

    Output files always finish with the keyword /ENDDATA.

Examples of Runname_0001.rad

/RUN/TEST_LOI70/1
2.001
/VERS/140
/TFILE
#            dT_HIS
0.100000
/OUTP/DT
0.000000e+000 2.000000e-001
/OUTP/BRICK/STRAIN/FULL
/OUTP/BRICK/STRESS/FULL
/OUTP/BRICK/USERS/FULL
/PRINT/-1
/ANIM/DT
#   TSTART     TFREQ
0.000000 0.200000
/ANIM/VECT/VEL
/ANIM/VECT/CONT
/DT/NODA/CST/0
0 0.0002

Examples of Runname_run#.sty file

Example 1 of Runname_run#.sty file:
/OUTP/BRICK/STRAIN/FULL
/OUTP/BRICK/STRESS/FULL
#RADIOSS OUTPUT FILE V21 TEST_LOI70_0010.sty
/GLOBAL
#FORMAT: (1P5E16.9)
#           TIME INTERNAL_ENERGY  KINETIC_ENERGY ROT_KINE_ENERGY EXTE_FORCE_WORK
1.800006298E+00 1.346346274E+01 1.227218309E+02 2.535603546E-08 8.953190058E-01
/MATER     /         2
PU62IF70
#FORMAT: (I10,1P3E20.13/8X,1P3E20.13) 
# USRMID INTERNAL_ENERGY  KINETIC_ENERGY            MASS
#             X_MOMENTUM      Y_MOMENTUM      Z_MOMENTUM
2 8.4434102529378E+00 2.1692419822989E-02 1.2811215440371E-01
1.7153806449308E-04 7.4458501410605E-05-8.0090875079210E-04
/MATER     /         1
MAT_RIGID_5 
#FORMAT: (I10,1P3E20.13/8X,1P3E20.13) 
# USRMID INTERNAL_ENERGY  KINETIC_ENERGY            MASS
#             X_MOMENTUM      Y_MOMENTUM      Z_MOMENTUM
1 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
/MATER     /         2
PU62IF70 
#FORMAT: (I10,1P3E20.13/8X,1P3E20.13) 
# USRMID INTERNAL_ENERGY  KINETIC_ENERGY            MASS
#             X_MOMENTUM      Y_MOMENTUM      Z_MOMENTUM
2 5.0200524903118E+00 2.1800974081166E-02 4.9906416590461E-02
3.5144727608202E-05 2.5091793172639E-05 3.6027083778806E-04
/NODAL     /VECTOR    /COORDINATE
Coordinates 
#FORMAT: (I10,1P3E20.13) 
# USRNOD               X               Y               Z
9621-4.7729852460398E+01-9.4999989645104E+01-1.7068757772387E+02
9622-4.5078195836177E+01-9.4999989459006E+01-1.6803593234811E+02
10064-4.4992842647248E+01-9.1078783453016E+01-1.6795057981223E+02. . . /SOLID     /SCALAR    /USERS
All User Variable
#FORMAT: (1P6E20.13) (VAR(I),I=1,NUMSOL)
8         1         0         1
8         1         0         1
8         1         0         1
. . .
0.0000000000000E+00 0.0000000000000E+00 1.3552527156069E-20 7.6580473971926E-04 5.4210108624275E-20 1.1582281215741E-03
1.4801402652052E-03 6.7762635780344E-21 6.2084537814688E-03 1.0459380372157E-02
8         1        10         1
0.0000000000000E+00 0.0000000000000E+00 2.5585357411110E-02 3.0047102362523E-02 3.4017917892568E-02 3.6772469288155E-02
3.8470075777008E-02 3.9438079276948E-02 3.9693933078368E-02 3.9444299033276E-02
8         1        10         1
3.8458580277876E-02 3.6764290193529E-02 3.3979250257396E-02 3.0035867914955E-02 2.5641289809638E-02 0.0000000000000E+00
0.0000000000000E+00 0.0000000000000E+00 6.1682443944416E-03 1.3552527156069E-20
. . .
/SOLID     /TENSOR    /STR_FUL
Full stress tensor + plastic strain 
#FORMAT:(NPT, ISOLNOD (2I10/2E20.13),         EINT(I),RHO(I),,I=1,NUMSOL 
#FORMAT: (1P6E20.13/E20.13) ((TX(I,J),TY(I,J),TZ(I,J),TXY(I,J),TYZ(I,J),TZX(I,J),
#EPSP(J,I),J=1,NPT),I=1,NUMSOL,NPT=1)
1         8
0.0000000000000E+00 4.0000000000000E-08
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00
1         8
0.0000000000000E+00 4.0000000000000E-08
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00
1         8
0.0000000000000E+00 4.0000000000000E-08
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00
. . .
#FORMAT:(NPT, ISOLNOD (2I10/2E20.13),         EINT(I),RHO(I),,I=1,NUMSOL 
#FORMAT: (1P6E20.13/E20.13) ((TX(I,J),TY(I,J),TZ(I,J),TXY(I,J),TYZ(I,J),TZX(I,J),
#EPSP(J,I),J=1,NPT),I=1,NUMSOL,NPT=1)
1         8
0.0000000000000E+00 4.0000000000000E-08
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00
1         8
0.0000000000000E+00 4.0000000000000E-08
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00
1         8
0.0000000000000E+00 4.0000000000000E-08
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00
. . .
/SOLID     /TENSOR    /STRAIN_FUL
Full strain tensor 
#FORMAT:(NPT, ISOLNOD,NEL (3I10)
#FORMAT: (1P6E20.13) ((EXX(I,J),EYY(I,J),EZZ(I,J),EXY(I,J),EYZ(I,J),EZX(I,J),
#EPSP(J,I),J=1,NPT),I=1,NUMSOL)
1         8       128
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00 0.0000000000000E+00
. . .
/ENDDATA