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  • Users: seseb
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  1. seseb

    Elastic suport with 6 stiffness

    Dear, I'm looking to add an cylindrical elastic support in my model. This support can move in 6 DOF's with different stiffnesses. stiffness 1 in x and y direction stiffness 2 in z direction stiffness 3 for rotation around x ans y axis stiffness 4 for rotation around z axis Actually I tried to...
  2. seseb

    /Graphics function

    No ideas ?
  3. seseb

    /Graphics function

    Hello, I don't really understand the function /Graphics. I could notice that when I use quadratic elements and I plot my result, I get different result with /Graphics,full and /Graphics,power. From the help, I could see that the difference comes from a different way for averaging nodal results...
  4. seseb

    middle nodes for optimization

    Hello So, no one has any proposition? Best regards seseb
  5. seseb

    middle nodes for optimization

    Hello, Sorry I did a mistake, it was SOLID92 (SOLID95 with tetrahedral option). So I know that I can get the nodal solution via the list command, nodal solution but if you do that, you don't get the results from all nodes. I give you a really simple exemple: /PREP7 ET,1,SOLID92...
  6. seseb

    middle nodes for optimization

    Hello I'm doing a geometrical optimization and I try to minimize the VM stress. It works but I could notice that when I want to get the maximum value of VM stress (from "PRNSOL,S,PRIN") I get only results from the external nodes of my elements (not middle node). I use Solid95 (10 nodes...
  7. seseb

    Two forces in a contact simulation but BC problem

    Hello, I try to do a 3D contact simulation, but I have a problem with boundaries conditions. Actually, the model is simply a cube with a hole and a cylinder (in z-direction) in this hole. Then I try to apply a force on the cylinder to get the stress on the cube. This works well when I apply...
  8. seseb

    F function with NSLA

    Perfect, I checked again my boundary conditions and it was right that I missed one (UX = 0 for area 2). I thought that the problem came from NSLA or F functions, not from BC. Tank you very much
  9. seseb

    F function with NSLA

    Hello, I would like to do a 2D structural simulation with 2 areas (an annulus and a circle inside the annulus). Then I applied a contact "surface to surface" and I would like to load the inner cylinder to know the pressure contact. The problem is when I load with displacement it works, but...

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