[StructuralMechanics] - Axisymmetric line load

[AlejandroCornejo]

Hi,

When creating a case with Structural ptype and 2D Axisymmetric case, If we apply a line load it writes "SmallDisplacementAxisymLineLoadCondition2D2N" and it should be "AxisymLineLoadCondition2D2N", otherwise Kratos throws an error.

@rubenzorrilla @jginternational

[rubenzorrilla]

OK. But note that following the convention for the non-axisymmetric loads, the large displacements one has no prefix while the small displacement has the SmallDisplacement keywords in front. Having said this, I think that what the GUI does is correct and that we should change the registry name in Kratos. In order to do so without braking the backwards compatibility I'd simply register a new one with the same application member prototype.