TAGGED: equivalent-stress, expression, mechanical, random-vibration
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June 13, 2025 at 12:05 am
ryans
SubscriberDoes anyone know what the SEQV expression gives in a random vibration analysis and if it uses the Segalman-Reese approach? As it gives a different result from inserting an equivalnet stress plot.
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June 13, 2025 at 12:19 am
peteroznewman
SubscriberAre you using shell elements? Below are some pages from Ansys Help.
The Coordinate System setting for result objects is, by default, set to Solution Coordinate System and cannot be changed because the results only have meaning when viewed in the solution coordinate system.ÂSince the directional results from the solver are statistical in nature they cannot be combined in the usual way. For example the X, Y, and Z displacements cannot be combined to get the magnitude of the total displacement. The same holds true for other derived quantities such as principal stresses.ÂA special algorithm by Segalman-Fulcher is used to compute a meaningful value for equivalent stress.ÂImportant:Â Note the following application result calculations applicable to Coordinate System selection.ÂQuantities such as Equivalent Stress (SEQV) and Thermal Flux Sum (TFSUM) are derived from entities like tensors and vectors.ÂIf the tensors or vectors are in the Solution Coordinate System and if the elemental coordinate systems vary from element to element (that is, shell model), then the process of averaging can affect Equivalent Stress values, as well as the values of other derived quantities.ÂTherefore, if you specify the Solution Coordinate System option for the Coordinate System property, you cannot expect the averaged SEQV solution to be the same as when you specify the Global Coordinate System option for the Coordinate System property.ÂFurthermore, for results that can display unaveraged contour results, if you specify Unaveraged for the Display Option property, the SEQV solution for Solution Coordinate System is the same as the solution for Global Coordinate System setting. -
June 13, 2025 at 3:24 am
ryans
SubscriberÂ
No shell elements, only solid bodies are used. I added an element orientation to the global coordinates just to make sure but it still gave the same result. If I look at the unaveraged results they both still have different contour plots.
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June 13, 2025 at 5:34 am
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June 13, 2025 at 11:28 am
Dennis Chen
SubscriberÂ
comments removed, didn't like what I wrote but can't delete the whole comment.Â
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June 17, 2025 at 2:44 am
ryans
SubscriberI ended up finding the solution in 5.6.6 of the Mechanical User's Guide.
For a User Defined result, if you want to request equivalent stress, you must specify SPSD for the Expression property (not SEQV). The SPSD Type uses the Segalman-Fulcher algorithm. SEQV uses a standard method to calculate equivalent stress, and in this instance, is incorrect for the desired 1 Sigma calculation.
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