Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: Wnuczko
  • Content: Threads
  • Order by date
  1. Wnuczko

    Simplest Test Simulation with Element Rupture

    Hi, I would like to run a calculation with element rupture. This will be Advanced Nonlinear static. The easiest example I could imagine is a flat bar with reduced section in the middle. Looks like this below: ______ _______ | \/ |--> |______/\_______|--> This is a plate model...
  2. Wnuczko

    Compression only support

    Hi, I need your help to design compression only support. I need to constrain one surface like below: T X - free T Y - free T -Z - fixed (no penetration is allowed) T +Z - free (separation is allowed) R X - fixed R Y - fixed R Z - free I have only one body (no contacts). Please help...
  3. Wnuczko

    From Sol101 to Sol601 - how to?

    Hi, I have large solid model with 7 multiple surface contact points - friction 0,1. Model was calculated with static structural analysis. LGDISP are on. Now I would like to double check the results with nonliniar static. I can choose between 106 and advanced 601. What I need to change in my...
  4. Wnuczko

    Postprocessing - how to set contour levels

    Hi guys, Please help. I want all elements with stress higher than 150MPa to be displayed in red. I go to View Options > PostProcessing > Contur/Criteria Levels. In Level Mode I go to User Defined. In Contour Palette I go to User Palette. #of Levels I like to keep 16. I want to keep original...
  5. Wnuczko

    1D beam to 2D plate connection

    thread1234-338079 Hi all, I therad mentioned above the connection 1D beam to 2D plate is done by RBE2 element. But if end of my beam element is touching my plate element can I force Femap to have coincident node there and no RBE2 connection? Just like when I have 2 beam elements at 90 degrees...
  6. Wnuczko

    How should I answer what is the error of my FEM calculation?

    Hi guys, Once somebody asked me a question: what is the error of your calculation? How should I answer? -I know error depends on elements: beam elements are most precise, shell elements are medium and solid elements are giving biggest error in calculation. -For sure error depends on mesh...
  7. Wnuczko

    Geometry > Midsurfaces > Assign Mesh Attributes

    Hi there, 1. I'm using this function as in video here (https://www.youtube.com/watch?v=n2Hc7onzk_k&index=3&list=PL1m1vu8_quoB_Eo2aGL2dpYXs2AQG9OXV) to automatically get surface thickness from my solid model. But of course Femap is not always perfect. Can I correct the result somehow? I can't...
  8. Wnuczko

    Contur only loaded to sufrace bodies, not solids.

    Hi guys, I'm more Ansys man. But checking Femap for my new project. I did a simple model 2x L-Profile out of surfaces and 2x boxes (solid). L-profile connected by 2 edges to box, box to box, box to second L-profile, all glued, one side fixed, force on second side. Model created in Femap...

Part and Inventory Search

Back
Top