Base Metal Evaluation Support
| Fatigue | Static | |||
|---|---|---|---|---|
| Regulation | Shell Elemental and nodal evaluation |
Solid Nodal evaluation only |
Shell Elemental and nodal evaluation |
Solid Nodal evaluation only |
| DVS1612 | No | No | No | No |
| DVS1608 | No | No | No | No |
| FKM | Yes | Yes | Yes | Yes |
| EuroCode 3 | Yes | Yes | No | No |
| ERRI B12 RP60 | Yes | Yes | No | No |
| IEC | Yes | No | No | No |
| Stress Life (SN) | Yes | Yes | No | No |
Analysis Location
- Shell elements: either elemental (centroidal) stress or corner stress.
- Solid elements: corner stress only.
Element-Based Evaluation
For element-based evaluation, HyperLife evaluates fatigue at the element centroid, using the stress tensor at the specified evaluation distance.
Node-Based Evaluation
For nodal fatigue analysis, HyperLife uses averaged corner stress data at each node. For solid elements, evaluation is limited to surface nodes. The averaged corner stress is projected onto an imaginary plane to obtain a plane stress state, which is used for damage calculations.
Imaginary Plane Orientation
The normal (z-axis) of the imaginary plane is the average normal of all free faces connected to a node. The local x-axis is the cross product of the basic coordinate system's z-axis and the imaginary plane’s z-axis. If both z-axes are parallel, the local x-axis is taken from the basic coordinate system’s x-axis. The local y-axis is computed as the cross product of the local z-axis and local x-axis.