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I have also the same problem and tried to resolve it by removing and reinstalling SE ST2 but this didn't help at all. I also called my reseller and they told me that I would need to update my video drivers. This is somehow a problem since I am already using the latest version. I will now wait...

Thanks Civilperson and Gerhard for your reply to my question. I think DNV will aslo be apropriate for our design. I also have lokked at the site of Aker, but this are concrete based platforms (big ones). We were thinking of a payload of approx. 300 mton. Greetings, Gilbert

Hello, We are investigating they possibility to engineer a jackup barge designed for very harch sea conditions (Barnts Sea, wave heights typ. 4,5 m , max. wind velocity 30 m/s , icebergs). Does anyone has an idea if this is possible and even if it already exists. Are there also design codes for...

Thanks FeaDude, We just tested the parts today, but we didn't even measure elongation. We reached the breaking point way long before our FEA model has. The point at which we predicted yield was also the breaking point. One thing we didn't put in the model was the behaviour of the welding...

Hi, I am a Cosmos DesignSTAR user and I am trying to find out what the best way would be to define plastic material behaviour. I have to simulate loading of a part until breach. The construction is totally manufactured with alloy steel. The material has a strain (after breaking) from 22%...