/H3D/BEAM

Engine Keyword Generate H3D contour output results for /BEAM beam elements.

Format

/H3D/BEAM/Keyword3/Keyword4/Keyword5

#optional next line(s) that lists the parts to save results for.

part_ID1 ... part_IDN

Example

# von-Mises stress
/H3D/BEAM/VONM
# Specific energy density results for only parts IDs 356 and 293.
/H3D/BEAM/ENER
356 293

Definition

Field Contents SI Unit Example
Keyword3 Output types. 3
Keyword4 Output types. 3
Keyword5 Output types. 3
part_IDN Optional list of part IDs for which results will be output.

Comments

  1. The syntax /H3D/ELEM/Keyword3/Keyword4/Keyword5 is also valid.
  2. When PART IDs are listed after the /H3D/BEAM line, the specified results will only be output for those parts.
  3. The output types are outlined in the tables:
    Table 1. Scalar Output
    Keyword3 Keyword4 Keyword5 Description
    AMS Elements using AMS timestep due to /DT/CST_AMS.
    DT Element timestep.
    EINTV Element internal energy per unit volume
    ENER Specific energy density (internal energy divided by the element mass).
    EPSD Strain rate
    EPSP NPT=I or ALL Plastic strain. The integration point output NPT is only available for /PROP/TYPE18 (INT_BEAM).
    F1, F2, F3 Force in local coordinate system.
    F1
    Force in X direction
    F2
    Force in Y direction
    F3
    Force in Z direction
    FORC All forces and moments in local coordinate system.

    F1, F2, F3, M11, M21, M31, M12, M22, M32
    FRACTION MARTENSITE NPT= i or ALL Martensite fraction.

    Only available for /MAT/LAW71 + /PROP/TYPE18 (INT_BEAM).
    TMAX Maximum martensite phase fraction over time and over integration points.

    Only available for /MAT/LAW71 + /PROP/TYPE18 (INT_BEAM).
    GROUP Internal group identifier
    M11, M21, M31, M12, M22, M32 Moment in local coordinate system.
    M11
    Moment in X at node 1
    M21
    Moment in Y at node 1
    M31
    Moment in Z at node 1
    M12
    Moment in X at node 2
    M22
    Moment in Y at node 2
    M32
    Moment in Z at node 2
    MASS Element mass.
    OFF Element status.
    Where the result output is:
    = -1
    Element is not active (it is defined in an activated rigid body).
    = 0
    Deleted element.
    Between 1 and 0
    Under failure process.
    = 1
    Active element.
    SIGX, SIGY, SIGZ, SIGXY, SIGYZ, SIGZX Stress in specified direction.
    VONM von Mises stress.
    Table 2. Tensor Output
    Keyword3 Keyword4 Keyword5 Description
    TENS STRESS NPT= i or ALL Stress tensor for /PROP/TYPE18 (INT_BEAM).

    (component XX, XY, ZX in elementary coordinate system)
    STRAIN NPT= i or ALL Strain tensor for /PROP/TYPE18 (INT_BEAM).

    (component XX, XY, ZX in elementary coordinate system)
    MAX Maximum strain over all integration point (per element) max of each component XX, XY, ZX.

    Only available for /PROP/TYPE18 (INT_BEAM).
    TMAX Maximum strain over all integration points and over time (per element) max of each component XX, XY, ZX.

    Only available for //MAT/LAW71 + /PROP/TYPE18 (INT_BEAM).
  4. The output location in Keyword4 can be defined via:

    NPT = integration points

  5. Output can be requested for a specific location number (I), ALL. The output locations are separated by a forward slash (/) and can be in any order.