Any nodal load or constraint that is applied along a specific direction is applied in a coordinate system. By default, all loads and constraints are applied in the global coordinate system. Sometimes this is not adequate. For example, to restrict the translation of nodes along a specific vector that is not parallel to the global axes, you will not be able to accomplish this with boundary conditions. In this case, you can create a local coordinate system and apply it to nodes in the model. This local coordinate system will have local X, Y and Z directions. All loads and constraints applied to these nodes is applied along the local directions.
Results which have X, Y, and Z components can also be displayed in the Results environment using a local coordinate system.
The following table summarizes which analysis types support local coordinate systems:
| Analysis Type | FEA Editor Environment | Results Environment |
|---|---|---|
| Linear | ||
| Static Stress with Linear Material Models | Yes | Yes |
| Natural Frequency (Modal) | Yes | Yes |
| Natural Frequency (Modal) with Load Stiffening | No | Yes |
| Response Spectrum | Yes | Yes |
| Random Vibration | Yes | Yes |
| Frequency Response | Yes | Yes |
| Transient Stress (Direct Integration) | Yes | Yes |
| Transient Stress (Modal Superposition) | Yes | Yes |
| Critical Buckling Load | No | Yes |
| Dynamic Design Analysis Method (DDAM) | No | Yes |
| Nonlinear | ||
| MES with Nonlinear Material Models | Yes | Yes |
| Static Stress with Nonlinear Material Models | Yes | Yes |
| MES Riks Analysis | Yes | Yes |
| Natural Frequency (Modal) with Nonlinear Material Models | No | Yes |
| Thermal | ||
| Steady-State Heat Transfer | not applicable | Yes |
| Transient Heat Transfer | not applicable | Yes |
| Electrostatic | ||
| Electrostatic Current and Voltage | not applicable | Yes |
| Electrostatic Field Strength and Voltage | not applicable | Yes |
Right-click the Coordinate Systems heading in the FEA Editor or Results environment tree view and select New to open the Creating Coordinate System Definition dialog box.
Once a local coordinate system is defined, you can apply it to nodes in the FEA Editor by selecting the vertices (or a surface, part, and so on) and right-clicking in the display area. Select the appropriate coordinate system from the Coordinate Systems pull-out menu. The local axis appears on the nodes (in both the FEA Editor and the Results environment).
Different nodes can be assigned to different coordinate systems, but the same node cannot be assigned to more than one coordinate system.
When a load such as a nodal force or boundary condition is added to a node assigned to a local coordinate system, the dialog box indicates to which coordinate system the node is assigned. The X, Y, and Z directions shown on the dialog box refer to the local directions of the coordinate system.
|
Coordinate System |
Figure |
Input Direction |
||
|
X |
Y |
Z |
||
|
Global (Default) |
- |
global X |
global Y |
global Z |
|
Rectangular |
2(a) |
Local X |
Local Y |
Local Z |
|
Cylindrical |
2(b) |
Radial |
Tangential (ϑ) |
Axial (local Z) |
|
Spherical |
2(c) |
Radial |
Polar (ϑ) |
Tangential (φ) |
|
(a) Rectangular Coordinate System |
|
(b) Cylindrical Coordinate System |
|
(c) Spherical Coordinate System |
|
Figure 2: Local Directions for Coordinate Systems In each figure, the direction of local X, local Y, and local Z are shown on the three hemispheres from top left to bottom right. The local axes are shown in the bottom right hemisphere only. (All hemispheres are defined with the local coordinates at the centers.) The three points A, B, C that define the local coordinate system are entered using global X, Y, Z coordinates. Then an arbitrary point P is shown with its local coordinates. Although the coordinates of points cannot be entered using local coordinates, extending the coordinates to the point will show the direction of the loads and constraints, as shown by the nodal forces in each of the three hemispheres. |

Results which have X, Y, and Z components - such as displacements, reaction forces, and stress tensors - can also be displayed in the Results environment using a local coordinate system. If the coordinate system does not already exist, it can be created as described above. Then to view the results in the local coordinate system,
Options
Results tab. Click Individual FEA Objects Settings and scroll through the list to select Local Coordinate Systems. The Current: Show check box can be toggled to hide or show the icons.