Axisymmetric Elements with Nonaxisymmetric Loads

[RaffaeleCesaro93]

How can I appling non-axisymmetric loads or displacement to an axisymmetric model? I use bilinear asymmetric-axisymmetric elements (CAXA4N), but I also want to impose the asymmetry to the loads. (I'm using ABAQUS)

 

[FEA way]

Check the Verification Guide in Abaqus documentation, it features an example problem named "Cylinder subjected to asymmetric pressure loads: CAXA elements". You can download input files for this example to see how it should be defined.