Hello Sir Cimrman,
First, I want to thank you for responding so quickly. I read what you said about the creation of new terms. Excellent tool and very good documentation.
I can see that numerical integration is used and I could infer, it is integrated using Gauss quadrature, perhaps. I'm interested in implementing an integration over the stiffness matrix of an customized element, not numerical way, but semi-analytical.
As an example of what I want to do, in the following equation, which corresponds to a stiffness sub-matrix of an axisymmetric element with isoparametric formulation, I desire to introduce my own terms, not from the numerical integration Smith-Griffiths, for example, but my own expressions.
Would it be possible to create a customized finite element and continue using all the advantages of SfePy?
Thank you for your help.
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