13. Summary of results

This test makes it possible to simultaneously verify the correct functioning of elements POU_D_E, POU_D_T and POU_D_TG on 3 different types of sections. The perfect coincidence of the results with the analytical solutions (\(\text{RDM}\)) is normal, and should always be observed, since the solution is contained in the shape functions of the elements.

In addition, E-modeling makes it possible to test the load distributed over the edges of solid elements. The deviation from the analytical solution (\(\text{RDM}\)) is less than \(\text{0.6\%}\).

The F, G, H, and J models make it possible to test the distributed load (linear variation) for the elements of beams POU_D_E, POU_D_TG, POU_D_EM and the elements of TUYAU_3M. The deviation from the analytical solution (Material Strength) is less than \(\text{0.6\%}\).