Stress Results Written in HyperView .h3d Format
1D Elements
ALL, DIRECT and TENSOR Options
von Mises Stress
CELAS Stress
CROD Axial Stress
CBAR/CBEAM Axial Stress
CBAR/CBEAM Longitudinal Stress SAC
CBAR/CBEAM Longitudinal Stress SAD
CBAR/CBEAM Longitudinal Stress SAE
CBAR/CBEAM Longitudinal Stress SAF
CBAR/CBEAM Longitudinal Stress SAMIN
CBAR/CBEAM Longitudinal Stress SAMAX
CBAR/CBEAM Longitudinal Stress SBC
CBAR/CBEAM Longitudinal Stress SBD
CBAR/CBEAM Longitudinal Stress SBE
CBAR/CBEAM Longitudinal Stress SBF
CBAR/CBEAM Longitudinal Stress SBMIN
CBAR/CBEAM Longitudinal Stress SBMAX
CWELD Axial Stress
CWELD Maximum Stress A
CWELD Minimum Stress A
CWELD Maximum Stress B
CWELD Minimum Stress B
CWELD Maximum Shear Stress
CWELD Bearing Stress
VON and PRINC Options
von Mises Stress
1D Elements (CBAR/CBEAM via PBARL/PBEAML)
- The Result type: HyperView is
CBAR/CBEAM Stresses
(<TYPE>),
Where, the <TYPE> entry is based on the selected cross-section (TYPE/NAME field) on the PBARL/PBEAML entries.
- The element stress results can be reviewed for each cross-section type, corresponding evaluation point, at element ends (A or B).
- The maximum normal/shear/von Mises stresses can also be reviewed.
Syntax
CBAR/CBEAM Stresses (<Type>)
<Stress Result Output> <evaluation point> or <MAX> (A/B)
<Type>
- BAR, BOX, BOX1, CHAN, CHAN1, CHAN2, CROSS, H, HAT, I, I1, ROD, T, T1, T2, TUBE, Z
<Stress Result Output>
- Normal, shear, and von Mises.
<evaluation point>
- Evaluation point of the element.
<MAX>
- Maximum value among the evaluation points.
- For PSD output:
PSD CBAR/CBEAM Stresses (<Type>)
- For RMS output:
RMS CBAR/CBEAM Stresses (<Type>)
- For RMS (Cumulated) output:
RMS CBAR/CBEAM Stresses (cumulated) (<Type>)
Examples
CBAR/CBEAM Stresses(BAR)
Normal S1N(A)
Normal S1N(B)
Shear S4S(A)
Shear S4S(B)
von Mises S8V(A)
von Mises S8V(B)
Normal S3N(B)
- Normal stress at the 3rd evaluation point of the beam element (end B)
Shear S6S(A)
- Shear stress at the 6th evaluation point of the beam element (end A)
von Mises S5V(B)
- von Mises stress at the 5th evaluation point of the beam element (end B)
Review evaluation points via: DRESP1 - Static Stress Item Codes for Bar Elements using PBARL, PBEAML Properties
The von Mises stresses for all CBEAM/CBAR elements with PBARL/PBEAML properties at the same time can be output using the Result type: CBAR/CBEAM von Mises stresses.
Syntax
CBAR/CBEAM von Mises Stresses
<Stress Result Output>
<Stress Result Output>
- von Mises
2D Elements
ALL and TENSOR Options
Results are calculated by HyperView.
DIRECT Option
von Mises Stress
Maximum Principal Stress
von Mises Stress (Z1)
von Mises Stress (Z2)
von Mises Stress (mid)
P1 (major) Stress (Z1)
P1 (major) Stress (Z2)
P1 (major) Stress (mid)
P3 (minor) Stress (Z1)
P3 (minor) Stress (Z2)
P3 (minor) Stress (mid)
Normal X Stress (Z1)
Normal X Stress (Z2)
Normal X Stress (mid)
Normal Y Stress (Z1)
Normal Y Stress (Z2)
Normal Y Stress (mid)
Shear XY Stress (Z1)
Shear XY Stress (Z2)
Shear XY Stress (mid)
Principal Stress Angle (Z1)
Principal Stress Angle (Z2)
Principal Stress Angle (mid)
VON Option
This is equal to max[von Mises Strain (Z1), von Mises Strain (Z2)]
PRINC Option
von Mises Stress
Maximum Principal Stress
3D Elements
ALL and TENSOR Options
Results are calculated by HyperView.
DIRECT Option
von Mises Stress
Signed von Mises Stress
P1 (major) Stress (solid)
P2 (mid) Stress (solid)
P3 (minor) Stress (solid)
Normal X Stress (solid)
Normal Y Stress (solid)
Normal Z Stress (solid)
Shear XY Stress (solid)
Shear YZ Stress (solid)
Shear XZ Stress (solid)
VON Option
von Mises Stress
PRINC Option
von Mises Stress
Maximum Principal Stress
Comments
- In the TENSOR mode, pass tensor components to HyperView, which then calculates derived results on-the-fly.
- For frequency response loadcases, only the TENSOR mode is available.