HyperMesh and BatchMesher

PAM-CRASH 2G Results Translation

PAM-CRASH 2G Results Translation

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PAM-CRASH 2G Results Translation

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hmpam no longer requires a license for ESI  DSYLIB.

hmpam translates information from a PAM-CRASH 2G results file (.DSY file) to a HyperMesh binary results file or to a Hyper3D (.h3d) file.  The syntax to run the translator is:

hmpam [-h3d] [arguments] <input file> <output file> [model file]
     [-options<Filename>]

If the -h3d option is selected, the output file is written in the h3d format and contains model data and results in one file.  The selection of the option [model file] is not allowed in this case.

hmpam can also translate a model from a PAM-CRASH 2G THP file.  In this case, only the model is output (no results).

hmpam can also read dsy/thp files from PAM-CRASH 2003/2004 version.

The option [-options<Filename>] can be repeated, but it must be used as the last option.

[arguments] can be any of the following:

Flag

Meaning

-d

Displacements

-v

Velocities

-a

Accelerations

-sxx

SXX

-syy

SYY

-szz

SZZ

-sxy

SXY

-syz

SYZ

-szx

SZX

-3S1

Minimum Principal Stress 3-D (for solids only)

-3S2

Maximum Principal Stress 3-D (for solids only)

-3S3

Second Principal Stress 3-D (for solids only)

-mxx

Local bending moment about r-axis

-myy

Local bending moment about s-axis

-mxy

Local twist bending moment

-m1

Maximum Principal bending moment

-m2

Minimum Principal bending moment

-nxx

Local membrane stress resultant in r-direction

-nyy

Local membrane stress resultant in s-direction

-nxy

Local in-plane shear membrane stress resultant

-n1

Maximum Principal membrane stress resultant

-n2

Minimum Principal membrane stress resultant

-eple

Equivalent Plastic Strain

-epma

Maximum plastic strain over thickness

-epmi

Minimum plastic strain over thickness

-epsi

Lower and upper surface strain tensors

-sigm

Lower and upper and middle surface stress tensors

-thic

Resultant Shell Thickness

-thin

Resultant Shell Thinning

-esma

Maximum equivalent stress over thickness

-esmi

Minimum equivalent stress over thickness

-faxi

Force in local R-direction

-fssh

Force in local S-direction

-ftsh

Force in local T-direction

-mtor

Flexion bending moment about local u-direction

-msn1

Directional dependency function for flexion moment

-mtn1

Torsion bending moment about local T-direction

-msn2

Resultant damping moment

-mtn2

Resultant friction moment

-stepN

Step increment N, where N is a positive integer (default N=1)

-disk

Translation is performed on disk

-file

Scratch file name

-options

[Filename] gives the filename for the options file.  Syntax is described below.

-h3d

Outputs file to an H3D file instead of an hmresults file.  The file includes model and results information that was translated.  The model must contain geometry for it to be output to an H3D file.

 

The following options can also be used:

Flag

Meaning

-disk

Translation is performed on disk (default off)

-size

Number of entities (10000 default)

-file

Scratch file name (default off)

-u

Usage, gives this help

 

The following parameters are also available when the results translation is not performed on the analysis machine.  You may need to specify one of these parameters to indicate where the analysis result file was created.

Parameter

Analysis File Created On

-cray

Cray

-dec

Dec 5000

-decalpha

Dec Alpha

-hp

Hewlett Packard

-ibm

IBM RS\6000

-pc

PC

-sgi

SGI

-sun

Sun

 

The supported results include the following:

nodal

Displacements
Velocities
Accelerations

 

bricks

Sigma - xx
Sigma - yy
Sigma - zz
Sigma - xy
Sigma - yz
Sigma - zx
Minimum Principal Stresss 3-D
Maximum Principal Stress 3-D
Second Principal Stress 3-D
EPLE: Equivalent Plastic Strain

 

beams (the definitions of the following variables depend on the material type)

FAXI
FSSH
FTSH
MTOR
MSN1
MTN1
MSN2
MTN2
DAXI
RTOR
RSN1
RTN1
RSN2
RTN2

 

tools

Thickness

 

shells

MXX - Local bending moment about r-axis
MYY - Local bending moment about s-axis
MXY - Local twist bending moment
M1 - Maximum Principal bending moment
M2 - Minimum Principal bending moment
NXX - Local membrane stress resultant in r-direction
NYY - Local membrane stress resultant in s-direction
NXY - Local in-plane shear membrane stress resultant
N1 - Maximum Principal membrane stress resultant
N2 - Minimum. Principal membrane stress resultant
EPMA - Maximum plastic strain over thickness
EPMI - Minimum plastic strain over thickness
THIC - Resultant shell thickness
THIN - Resultant shell thinning (for stamp only)
ESMA - Maximum equivalent stress over thickness (von Mises)
ESMI - Minimum equivalent stress over thickness (von Mises)
EPLE - Equivalent plastic strain
EPSI - Lower and Upper surface strain tensors
SIGM- Lower, Upper, and Middle surface stress tensors