Action will be skipped (Option)
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The action will be skipped in the calculation process if the option is selected. |
Command
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This is automatically assigned from the previous selection - it can not be edited in this pad. |
Load case name
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Name of the load case, for which the principal stresses will be calculated. |
Princ||Mises||Shear||Shear-Qy||Shear-Qz
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There is necessary to choose the type of principal stresses to be calculated. Setting | Description |
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Princ
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The principal stresses will be calculated |
Mises
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The equivalent stresses according Von Mises rule will be calculated |
Shear
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The mean shear stress according Tresca rule will be calculated |
Shear-Qy
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The shear stress in global Y direction, caused by Qy, Qz and Mx (sum of them) will be calculated |
Shear-Qz
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The shear stress in global Z direction, caused by Qy, Qz and Mx (sum of them) will be calculated |
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(Stress limit)
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Not necessary input. If the stress limit is input, only stress values for elements, which overstep the limit, will be print out (absolute limit). |
List File
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Name of list file, where the principal tensile stresses will be stored.
- -If the default '*' is accepted, the name of the list file is set automatically prch0001.lst if the load case name is 1
- -If there is no input, no list file will be created!
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Delta-T
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Duration of the Action (not applicable for this action) |
Description
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Descriptive text for the selected Action (max. 80 characters) |