hmnike

Translates files from the -state database to HyperMesh binary results files.

Syntax

hmnike [arguments] <inputfile> <outputfile> <modelfile>

Application

Translators

Description

The supported results include:
  • Nodal
    • Temperatures
    • Displacements
    • Velocities
    • Accelerations
    Note: Temperatures and accelerations are not supported in the current version of LS-NIKE3D. When they are supported in LS-NIKE3D, this program can run without change and still post-process these quantities.
  • Bricks
    These values are output at each of the 8 gauss points. In addition, hmnike computes a center value for each. The center value for the stresses Sigma-xx, Sigma-yy, Sigma-zz, Sigma-xy, Sigma-yz, and Sigma-zx is the average of the gauss points values. The center value for the von Mises Stress, Principal Stresses, and the Maximum Shear Stress is computed based on the center value of the other stresses. The central value for the Plastic Strains is the average of the values at the gauss points.
    • Sigma-xx
    • Sigma-yy
    • Sigma-zz
    • Sigma-xy
    • Sigma-yz
    • Sigma-zx
    • von Mises Stress
    • Effective Plastic Strain
    • Principal Stress 3D1
    • Principal Stress 3D2
    • Principal Stress 3D3
    • Maximum Shear Stress 3D
  • Beams
    • Axial force
    • Shear resultant - s
    • Shear resultant - t
    • Bending moment - s
    • Bending moment - t
    • Torsional resultant
  • 4-Noded Shells
    • Sigma-xx (inner, outer, middle, and maximum of inner and outer)
    • Sigma-yy (inner, outer, middle, and maximum of inner and outer)
    • Sigma-zz (inner, outer, middle, and maximum of inner and outer)
    • Sigma-xy (inner, outer, middle, and maximum of inner and outer)
    • Sigma-yz (inner, outer, middle, and maximum of inner and outer)
    • Sigma-zx (inner, outer, middle, and maximum of inner and outer)
    • von Mises stress (inner, outer, middle, and maximum of inner and outer)
    • Plastic Strain (inner, outer, middle, and maximum of inner and outer)
    • Epsilon - xx (inner, outer)
    • Epsilon - yy (inner, outer)
    • Epsilon - zz (inner, outer)
    • Epsilon - xy (inner, outer)
    • Epsilon - yz (inner, outer)
    • Epsilon - zx (inner, outer)
    • Bending Moment - mxx
    • Bending Moment - myy
    • Bending Moment - mxy
    • Shear Resultant - qxx
    • Shear Resultant - qyy
    • Normal Resultant - nxx
    • Normal Resultant - nyy
    • Normal Resultant - nxy
    • Thickness
    • Element Dependent Variable 1
    • Element Dependent Variable 2
    • Principal Strain 3D1 (inner, outer)
    • Principal Strain 3D2 (inner, outer)
    • Principal Strain 3D3 (inner, outer)
    • Minimum Principal Stress 3D (inner, outer, and middle)
    • Maximum Principal Stress 3D (inner, outer, and middle)
    • Second Principal Stress 3D (inner, outer, and middle)
    • Maximum Shear Stress 3D (inner, outer, and middle)
    • Maximum Shear Strain 3D (inner, outer)
The LS-NIKE3D elements and their HyperMesh equivalents for the -state database include:
LS-NIKE3D
HyperMesh
Bricks
Hex8
Beams
Plot
4-noded Shells
Quad4

Inputs

[arguments]
The following araguments can be used:
-t
Temperatures
-d
Displacements
-v
Velocities
-a
Accelerations
-xx
Sigma xx
-yy
Sigma yy
-zz
Sigma zz
-xy
Sigma xy
-yz
Sigma yz
-zx
Sigma zx
-von
von Mises Stress
-ps
Plastic Strains
-epxx
Epsilon - xx
-epyy
Epsilon - yy
-epzz
Epsilon - zz
-epxy
Epsilon - xy
-epyz
Epsilon - yz
-epzx
Epsilon - zx
-af
Axial Force
-srs
Shear Resultant-s
-srt
Shear Resultant-t
-bms
Bending Moment-s
-bmt
Bending Moment-t
-tr
Torsional Resultant
-bmxx
Bending Moment-mxx
-bmyy
Bending Moment-myy
-bmxy
Bending Moment-mxy
-qxx
Shear Resultant-qxx
-qyy
Shear Resultant-qyy
-nxx
Normal Resultant-nxx
-nyy
Normal Resultant-nyy
-nxy
Normal Resultant-nxy
-inner
Inner surface
-outer
Outer surface
-mid
Middle surface
-max
Maximum of the values of inner and outer surfaces
-th
Thickness
-eld1
Element Dependent Variable 1
-eld2
Element Dependent Variable 2
-float
Float format
-3s1
3D Principal Strain 1
-3s2
3D Principal Strain 2
-3s3
3D Principal Strain 3
-3S1
3D Principal Stress 1
-3S2
3D Principal Stress 2
-3S3
3D Principal Stress 3
-3Sh
3D Maximum Shear Stress
-3sh
Maximum Shear Strain 3D
-stepN
Step increment. If N is 1, translation is performed for steps 1, 2, 3, and so on. If N is 2, translation is performed for steps 2, 4, 6, and so on.