As part of a project thesis I am currently performing an analysis of a jacket tower structure of an onshore twin rotor wind turbine in both ANSYS Mechanical APDL and standalone SubDyn, to validate the suitability of either program for further research and design purposes.
As I cannot provide the original data due to a confidentiality clause, I have provided a schematic overview of a similar turbine concept below (left). Please note that the turbine I am modelling is onshore with jacket structure and includes a base tower in between the two arms.
In addition I included the ANSYS structure models mentioned under 2) and 3), respectively.
After creating structure models in ANSYS and in SubDyn via the input file, I am currently facing the problem of having varying results and struggles validating them.
I have included the screenshots of my ANSYS model for better understanding.
-
Currently the analysis is supposed to be static / steady-state with applied loads defined by displacements of the TP in SubDyn to obtain stiffness properties of the tower structure.
Is it possible to perform the required, static type of analysis via standalone SubDyn?
-
I have simplified the tower structure by only including one arm of the twin rotor, as SubDyn only allows for the definition of one TP. Please note that the TP is located at the upper left end of the arm structure.
Initially I tried to implement the model with a symmetry axis (as I did in ANSYS), by including additional Base Reaction Joints with restrained OutOfSymmetryPlane DOFs in the Input File. However, the software was not able to retrieve results and there have been no hints in the ECHO or SUM files
Does standalone SubDyn provide the option to create a symmetry axis in the model?
-
As a result I modeled the tower structure and one arm. I have restrained all DOFs on the 4 Base Reaction Joints in SubDyn, but considering weight forces I feel that additional Boundary Conditions are required. SubDyn is running and providing results using the current model, but I am struggling to validate them.
Are there general assumptions and/or Boundary Conditions to consider regarding the next steps?
Please let me know if I can provide additional information or data if required.
Please also let me know if there are general problems for modeling this kind of structure in SubDyn.
Thanks for your support and best regards
Nicolas