It is preferred to use solid geometry meshed with sweep method and Solid Shell element type . This is equivalent to using shell mesh, but it eliminates manual mid-surface pre-processing work.
It is preferred to model weld seams with the Add Welds instead of geometry parts. This allows for easy optimization of the weld configuration and throat thickness without updating geometry, contacts and mesh.
If using shell geometry, extend and connect edges with Shared topology.
Weld Contacts
If not modelling weld seams with geometry or “Add Fillet/Butt Welds” use Optimize Bonded Contacts to allow for “Weld Strength” evaluation. Do not use MPC formulation.
You may use Weld Contact Match on tet-meshed parts to imprint the contact mesh on the target face. Do not use Node Merge Group in combination with weld contacts. Instead of “Weld Contact Match” you may use imprints on geometry.
Result for “Add * Welds” must be selected using the list in the Geometry Select property.
For shell and solid models without weld elements the weld offset effect can be included.
Weld strength results requires that Nodal Forces are set in Analysis Settings.
Set “Calculate Min Thickness = Yes” and “Result Item = Min thickness” to find min weld size, amin . If a > 2*plate thickness or equal 999 mm it indicates poor design or with respect to the loading.
Through thickness linearized stress (common in ASME) is post-processed using Linearized Stress Fatigue.
Structural stress fatigue in welds (DNV, Eurocode etc.) is post-processed using Structural Stress Fatigue.
Nominal Stress Fatigue is mainly used for base material fatigue evaluation. Available stress types: Principal, Sum of Principal, Stress Intensity, Equivalent, Shear (Max), Normal X/Y/Z, Shear XY/YZ/XZ. The geometric stress in Nominal Stress Fatigue can be derived using the Hot-Spot Stress Fatigue method.
Hot-Spot Stress Fatigue is recommended for weld fatigue evaluation of shells and solids. Available stress types: Normal (default), Parallel, Shear, Shear (Max), Principal (no limit), Principal (IIW limit), Principal (Normal), Principal (Parallel), Equivalent, Equivalent (DNV). Use “mesh inflation” to create at least one element between Hot-Spot and first interpolation line. Use “Weld mesh” method to create weld mesh connections and hot-spot imprints in a shell model.
Effective Notch Stress Fatigue is recommended for evaluation of the weld toe or weld root and requires detailed geometry and mesh preparation, min 4 elements in a 90° fillet. Available stress types: Tangential (IIW default), Parallel, Principal, Sum of Principal, Stress Intensity, Equivalent, Shear (Max).
Results are displayed if mesh is good enough. Check result item Life quality is 100% ±50%.
Don’t use long path names with regional characters or very large node numbers >1E8, see Known Issues and Limitations.
Cumulative damage
Cumulative damage based on grouped fatigue load cases or by solution editor.
Child Result
Evaluate a different result item (at a different time/step) for a selected parent results object using Child Result.
One-button-click Weld report for selected analysis with information for all defined welds and their results.
The Weld report is available by installing the Report Generator app and will use the Weld Toolkit license. The general report features requires the Report Generator license.
Weld assessment according to Eurocode 3 for strength and fatigue including detailed results summary in the Weld report.
AISC 360-16 assessment
Weld assessment according to AISC 360-16 for strength including detailed results summary in the Weld report.
User code assessment
User defined weld codes can be created adding additional materials, S-N curves or edit the expressions for utilization calculation.
Weld Settings
To manage global app settings or edit the codes use the Weld Settings object. Settings can be imported from a selected previous app version. The settings can then be saved to update the app default values.
Active License
The Active License button displays the status of the license. Click to release (check in) the license.