Overcoming a Convergence Problem in Metal Plasticity Using Ansys Mechanical - Lesson 3

Поділитися
Вставка
  • Опубліковано 28 лис 2024

КОМЕНТАРІ • 26

  • @AnsysLearning
    @AnsysLearning  Рік тому

    This video is part of the free Ansys Innovation Course, "Topics in Metal Plasticity Using Ansys Mechanical". Access all the course contents, including additional lessons, handouts, simulation examples with starting files, homework problems, and quizzes here: courses.ansys.com/index.php/courses/topics-in-metal-plasticity/.

  • @jayanstanite
    @jayanstanite 3 роки тому +2

    Great explanation sir! Taught me a hell lot of new things 😀

  • @MallikarjunaBalichakra
    @MallikarjunaBalichakra 3 роки тому +1

    Good explanation. I have a question that. Multilinear plasticity model is suitable for polymer as well or do we have any difference?

    • @AnsysLearning
      @AnsysLearning  3 роки тому

      Thanks for your comment! Please visit our Ansys Learning Forum where our Ansys experts can answer your question.
      Visit at www.ansys.com/forum.

  • @caolema
    @caolema 2 роки тому

    This video is very useful. Thank you, sir.

  • @KOHCTPYKTOP1978
    @KOHCTPYKTOP1978 3 роки тому

    Thank you for the clear explanation.

  • @ganeshtodkar9302
    @ganeshtodkar9302 2 роки тому

    Very Nice explanation Sir, thank You very much.

  • @alshaymaakhalil5703
    @alshaymaakhalil5703 3 роки тому

    Thanks very much, it is a helpful explanation.

  • @abdelazizeid2613
    @abdelazizeid2613 Рік тому

    Very helpful well done bro

    • @AnsysLearning
      @AnsysLearning  Рік тому

      Glad you liked it! Visit Ansys Innovation Courses for free courses, including videos, handouts, simulation examples with starting files, homework problems, and quizzes here: ansys.com/courses.

  • @vishnusankarss
    @vishnusankarss 6 місяців тому

    how to verify the eq plastic strain after solution obtained?

    • @AnsysLearning
      @AnsysLearning  3 місяці тому

      Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.

  • @komalas6792
    @komalas6792 3 роки тому

    It's very useful thx a lots 😀

  • @ΑνηξεροςΤρικερατοπας

    thanks so much

  • @drury2d8
    @drury2d8 2 роки тому +1

    In most structural codes, solution divergence is desirable to predict failure.

    • @sahilrana4933
      @sahilrana4933 3 місяці тому

      Yes it is!
      As used in ASME VIII DIV. 2 Elastic plastic analysis.

  • @pradeepsinghkanyal8922
    @pradeepsinghkanyal8922 3 роки тому

    Thankyou verymuch

  • @prabaaero
    @prabaaero 2 роки тому

    How do we solve if we don't have more stress strain data points?

    • @AnsysLearning
      @AnsysLearning  Рік тому

      Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.

  • @Arasreis21
    @Arasreis21 Рік тому

    Thanks.

    • @AnsysLearning
      @AnsysLearning  Рік тому

      Thanks for watching! Visit Ansys Innovation Courses for free courses, including videos, handouts, simulation examples with starting files, homework problems, and quizzes here: ansys.com/courses.

  • @jax0021
    @jax0021 3 місяці тому

    Metalic bonds insted of conalent bonds in metal

    • @AnsysLearning
      @AnsysLearning  2 місяці тому

      Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.

  • @ashish847
    @ashish847 2 роки тому

    its helpful

  • @vishnusankarss
    @vishnusankarss Рік тому

    how to define correct time step instead of sub steps at @6.00

    • @AnsysLearning
      @AnsysLearning  Рік тому

      Thanks for watching! Please post your query on the Ansys Learning Forum for a detailed answer from the wider Ansys Community: ansys.com/forum.