Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Recent content by Yunus9696

  1. Yunus9696

    2D-Axisymmetric equivalent boundary conditions of a real 3D problem

    Dear colleagues Hope you're fine. I'm modeling a 2D-Axisymmetric model of a dental implant in the jawbone. I need to know if the applied boundary conditions are reasonable? I have only constrained the boundary of the cortical bone in the vertical and rotational (about the axis of rotation)...
  2. Yunus9696

    Anisotropic material properties in a 2D axisymmetric model

    Thanks dear FEA way for the great tips.
  3. Yunus9696

    Anisotropic material properties in a 2D axisymmetric model

    Thanks FEA way for reply Given that we have orthotropic material properties in x y z directions, how can we enter them in an axisymmetric model with elements that include twist(eg. CGAX4) ? Also how can we test and check wether the material properties are properly entered and the model is...
  4. Yunus9696

    Anisotropic material properties in a 2D axisymmetric model

    Hello everyone I'm trying to model a threaded connection by a 2D axisymmetric model. I need to use anisotropic material properties for a part in this model. Is it applicable to assign anisotropic material properties to a 2D axisymmetric model. If yes, how this can be done? Best, Yunus.
  5. Yunus9696

    Negative coordinate values error in 2D axisymmetric analysis

    Thanks dear FEA way for your kind attention. I'll check the mentioned instruction and share the results for future reference.
  6. Yunus9696

    Negative coordinate values error in 2D axisymmetric analysis

    Dear colleagues Hope you're fine. I'm trying to model a threaded connection with a 2D axisymmetric model.I need to make several models with slight changes and differences. When submitting some models for analysis they get aborted due to some nodes have Negative coordinate values error. When I...
  7. Yunus9696

    How to call solution dependent state variables in UMAT subroutine?

    To whom it may concern In UMAT subroutine, despite of USDFLD subroutine, you don't need a utility routine like GETVRM to call STATEVs, You can directly define and call them in your code since they are passed in to UMAT ant the beginning of the increment. for example: subroutine...
  8. Yunus9696

    How to call solution dependent state variables in UMAT subroutine?

    Dear colleagues I wonder how I can call and use STATEVs of previous increment(s) in UMAT subroutine? Thanks in advance. PS: I know that in USDFLD subroutine you can use GETVRM utility routine to access STATEVs and any other material point variable but in UMAT this utility routine can't be called.
  9. Yunus9696

    Averaging a field output in last 10 increments

    Dear FEA way thanks for your reply. Time averaging. I have tried the following solutions but still none of them worked out: 1. Using Solution dependent state variables (SDVs) ====> the problem is that the dimensions of the SDV arrays and how to work with them is not clear, for example: In...
  10. Yunus9696

    Averaging a field output in last 10 increments

    Hello dear colleagues hope you're fine. I wonder if there is a way to average a field output (eg. Von mises stress) in last 10 increments for each element using: a. Abaqus subroutines b. Abaqus python scripting c. any other way Thanks in advance, Yunus. PS: I'm using the USDFLD subroutine...
  11. Yunus9696

    2 questions on USDFLD subroutine

    Hello everyone Hope you are fine. I have 2 questions about USDFLD: 1. In case I have 3 Materials (3 Field variables) and I am using USDFLD in the 4th step, by which Material the analysis gets done in 3 previous steps? In another words, before USDFLD starts working, which material is used? 2...
  12. Yunus9696

    Moment and Friction problem

    Yes, this model seems to be beneficial for future reference for who wants to model a screw in 2 or 3D. Here I kindly attached the model files. can't wait for your great tips, Regards, Yunus...
  13. Yunus9696

    Moment and Friction problem

    Hello again I tried the 1rst and 2nd method and I found the root of convergence problem. As you kindly mentioned, there is a gap between two parts,however not at the beginnig of the step but once the moment is applied. The moment along Pin's axis seems to shrink it in radial direction and there...
  14. Yunus9696

    Moment and Friction problem

    Thanks dear FEA way for your complete response and various methods to tackle this problem : 1. Displacement control load to establish contact 2. Automatic stabilization 3. Dynamic quasi-static step 4. Discrete dashpots I should do a search about last three ones, but about the first one, you...
  15. Yunus9696

    Moment and Friction problem

    About the gaps I'm sure that there isn't since the inner diameter of the box is exactly equal to the outer diameter of the pin, and it can be checked visually. But if I don't use force control (ie. the 0.2 N.m moment), then how can I apply the exact 0.2 N.m torque on the pin? I'd also...

Part and Inventory Search