Nope sry khaled79 I've never done that. Sorry, wouldn't know what to tell you. I was used to using workbench to solve simple problems in aqwa but...
Khaled79, since your structure is above the water line you must remove the structure from the interaction set. Go to Hydrodynamic diffraction ->...
It seems your structure is not moored and is, thus moving outside of the calculation area. To increase the calculation area you must go in...
Hey there. I am trying to model a VersaBuoy platform which consists of 4 traditional SPARS which are each connected to a common topsides by a...
Realistic Mooring Values Sometimes one would not have any mooring data for a concept in development, so errors in ansys are inevitable as the...
No, I am still looking into it. CWTeebs suggested it is a bug from the same software, but it is awkward that they did not fix this simple analysis...
Ok I managed to upload as zip. Thanks in advance. -Digijtal
Great! How can I post my workspace? this forum doesnt allow me to upload an aqwa archive cheers
May I send you the project archive maybe you can have a look if you've got some time on your hands?
I opened the .dat file and it says I've got Tube elements. The following is what's in the .dat file (part of it). How do you suggest I go...
wow Wow thats surpising!! however i'm not sure if I am using stub elements. I have modelled the pile on ansys design modeller by creating two...
sorry... I'm even more confused now!!:p
Hi all! I am also using ansys AQWA to model a simple vertical cylindrical pile in regular waves in order to extract the morison drag forces on the...
