Post-processing > Understanding results in post-processing
Shell resultants
Shell resultants are derived from element forces. To ensure that shell resultants are included in your results file, be sure to include a force output request in your solution.
In post-processing, you can display shell resultants in terms of different coordinate systems by selecting them from the Coordinate System list in the Results tab of the Post View dialog box. The coordinate system you select is projected onto the plane of each element and is used to create a consistent coordinate basis across all elements in the mesh. The X and Y resultant components are displayed in terms of the selected coordinate system and are oriented uniformly throughout the mesh.
You can display shell resultants in terms of the following coordinate systems:
Absolute Rectangular
Absolute Cylindrical
Absolute Spherical
Work Rectangular
Work Cylindrical
Work Spherical
Native
Material
Selected Rectangular
Selected Cylindrical
Selected Spherical
For more information about editing results, see Edit the results in a post view
For more information about coordinate systems, see Coordinate systems in post-processing.
Mapping Pre/Post to Simcenter Nastran shell resultant components
The following figures show the internal forces and moments for the PSHELL element:
Shell element forces
Shell element moments
The terminology used for shell resultants in the Post Processing Navigator does not match the terminology used by Simcenter Nastran in the .f06 file. The following table maps the shell resultant terminology used in Pre/Post and the corresponding Simcenter Nastran convention:
| PSHELL element forces and moments | Post-processing | Nastran .f06 |
|---|---|---|
| Fx | Membrane Force NXX | MEMBRANE FORCES X |
| Fy | Membrane Force NYY | MEMBRANE FORCES Y |
| Fxy | Membrane Force NXY | MEMBRANE FORCES XY |
| Mx | Bending Moment MXX* | BENDING MOMENTS X* |
| My | Bending Moment MYY* | BENDING MOMENTS Y* |
| Mxy | Bending Moment MXY* | BENDING MOMENTS XY* |
| Vx | Shear Force QXZ | TRANSVERSE SHEAR FORCES X |
| Vy | Shear Force QYZ | TRANSVERSE SHEAR FORCES Y |
| Note: * For bending moments, the signs are reversed. That is, a negative value in Pre/Post is a positive value in the .f06 file, and vice versa. |
For more information, see Forces and Moments in the Simcenter Nastran Element Library.
How do I
Select ply locations
Select shell locations
Learn more
Vector and tensor results
Complex results options
Cyclic worst principal stress and strain results
Grid point force and moment results
Inconsistencies between post-processing and solver results
Shell locations
Beam resultants
Element error results from adaptive analysis
Look up more details
Result types and results
Vector and tensor components and invariants
Quick links
Command reference
Pre/Post video examples
Bulk Entry Descriptions
Simcenter 3D tutorials
Browse Simcenter 3D help by product area
Shell resultants, Simcenter 3D 2021.1 Series
© 2020 Siemens
window.mainLanguage="en_US"
window.delivId=""
window.projectId=""
MathJax.Hub.Config({ TeX: { extensions: ["autoload-all.js"] }, tex2jax: { displayMath: [ ] }, "SVG": { scale: 125 } });
Source: https://docs.sw.siemens.com/en-US/doc/289054037/PL20200601120302950.advanced/id974432 · retrieved 2026-07-17