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Found 4 results

  1. Can someone help me to simulate a beam subjected to non-conservative follower force , I have found a video on youtube about a beam subjected to a follower force but it was not clear , he started the explanation after he had created a beam with options like (RBE2...) , here you the video on youtube I tried many times to create that beam like the video but I was not abe. for example , when he applied the force, the beam already contains nodes and that cross on its top !
  2. How to equivalence temp nodes with element nodes using hypermesh tcl commands
  3. Hello everyone, As i am working on a composite optimization in optistruct, I have a model on which i have two load cases at the moment, I will try to state the problem in briefly, 1.My aim is to get the displacement at a range between 15 to 18mm in one load case and in the second load case which is Non-linear it should be below 40mm. 2. I have to consider the composite failure as well in my model which is PUCK failure. 3. I am working with the free size, size and shuffle optimization before doing the optimization i run the basis analysis of my model and i am getting the displacement for the first load case is around 14mm and for the second one is 38mm. 4. I have tried with so many possibilities during the optimization but didnt get the solution. I kept response as compliance, static displacement, and composite failure. I am bit confused whether this responses are correct for my case or not. 5. Constraints i give for displacement. Objective is to minimiese compliance. I look forward for your reply it would be very helpful if someone give your advice on this concern.
  4. How can I draw a pre-curved cylindrical beam using nodes and mesh it !
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