Dear Sirs,
the Theory Manual states that SOLID187s have 4 integration points. Would you mind letting me know whether that means that issuing ERESX,NO provides the user with stress data at the corner nodes only?
Thank you very much
Development and Strategies
2 Wheeler Engines Technical Centre
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Your question isn't totally clear. There is typically no need to issue this command.
Please understand the mathematics of an element, which is broken down in graduate-level numerical analysis courses. The solution takes place across the element at Gauss integration points using numerical techniques. In other words, the solution does not take place directly at the nodes. The data from the integration points is then extrapolated or copied to the nearby nodes.
Typically, there is no need to issue ERESX since it happens seamlessly behind the scenes. If a model is linear, it will extrapolate the data from the Gauss integration points to the nodes. If a model is nonlinear, it will copy the data from the Gauss integration points to the nodes. The software is able to auto-detect if it is linear or nonlinear. The ANSYS "Intro to Basic Structural Nonlinearities" course, Lecture 2, breaks this down pretty nicely.
-Matt
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From: Testi Riccardo via Xansys xansys-temp@list.xansys.org
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Subject: [Xansys] ERESX
Dear Sirs,
the Theory Manual states that SOLID187s have 4 integration points. Would you mind letting me know whether that means that issuing ERESX,NO provides the user with stress data at the corner nodes only?
Thank you very much
Development and Strategies
2 Wheeler Engines Technical Centre
Piaggio & C. S.p.A
Viale Rinaldo Piaggio, 25
56025 Pontedera (Pisa) - ITALY
Phone: +39 0587 272850
Fax: +39 0587 272010
Mobile: +39 339 7241918
E-mail: riccardo.testi@piaggio.commailto:riccardo.testi@piaggio.com
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