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Result Vectors on Shells
Returns results as vectors. The considered load-case is that set at the nearest upstream ModelView-component.
Inputs
| Name | ID | Description | Type |
|---|---|---|---|
| Analyzed model | Model | Model with calculated displacements | Model |
| LCase | LCase | Name of load-case for which to retrieve results. By default results from load-case index 0 are retrieved. | Generic Data |
| Layer Position | LayerPos | Position on layer '0' for which stresses/strains shall be calculated. -1 designates the lower, +1 the upper side of the shell. | Number |
Outputs
| Name | ID | Description | Type |
|---|---|---|---|
| Analyzed model | Model | Analyzed model | Model |
| Points | P | List of the anchor points of the principal resultant forces vector fields. | Point |
| First principal stress vector [kN/cm2] | Sig1-Vec | First principal stress direction in global coordinates on the deformed structure. Path-structure: Layer/Element/{cx, cy, cz} [kN/cm2]. | Vector |
| Second principal stress vector [kN/cm2] | Sig2-Vec | Second principal stress direction in global coordinates on the deformed structure. Path-structure: Layer/Element/{cx, cy, cz} [kN/cm2]. | Vector |
| First principal stress value [kN/cm2] | Sig1-Val | First principal stress value. Path-structure: Layer/Element/Sig1 [kN/cm2]. | Number |
| Second principal stress value [kN/cm2] | Sig2-Val | Second principal stress value. Path-structure: Layer/Element/Sig2 [kN/cm2]. | Number |
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