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Strength Theory Tresca-Saint-Venant

Source - GOST R 59115.9—2021. Equipment strength justification and pipelines of nuclear power plants. Verification calculation for strength

According to one of the preferred methods for determining the given stresses, along with Mises stresses, the theory of maximum tangential stresses Tresca-Saint-Venant (3 theory of strength). Given the stresses of this theory are determined by the formula:

where σ1 is the algebraically greatest principal stress; σ3 - algebraically the smallest principal stress.

To see the results corresponding to this theory strength, you need to apply the “Strength Theory” filter in FidesysViewer Tresca–Saint-Venant.” For convenience of comparison with Mises stresses within one window, you must check the box before applying the filter "Copy arrays."

Figure 1. Filter properties Theory strength Tresca-Saint-Venant