Transient Structural Analysis (Multi Time Step) in Ansys | Lesson 25 | Ansys Tutorial

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  • เผยแพร่เมื่อ 3 ก.พ. 2025

ความคิดเห็น • 27

  • @EngineerChawla
    @EngineerChawla หลายเดือนก่อน

    A very good and simplified approach to teach non linear analysis. Aprreciation from Pakistan.

  • @tareqal-hababi2954
    @tareqal-hababi2954 4 ปีที่แล้ว +6

    Thanks for this great video! You are the best person explain the time steps.

  • @ntemorey
    @ntemorey 15 วันที่ผ่านมา

    Very informative and clear. Thank you so much. Please let me know if it’s also possible to apply this method of structural analysis ?

  • @saketpandey1030
    @saketpandey1030 2 หลายเดือนก่อน

    Thanku very much. your teaching style is very good. how can join your coaching. from the video it seems that you are teaching some students.

  • @asifraj321
    @asifraj321 ปีที่แล้ว

    You explain it very nicely. If you make a FSI tutorial for flexible tube it will be great. Thank you.

  • @TRAVIBLASTER
    @TRAVIBLASTER ปีที่แล้ว

    Good Explanation, Thanks😀

  • @김보거스-b6f
    @김보거스-b6f ปีที่แล้ว

    감사합니다(thnak you)

  • @narrachandrasekhar3750
    @narrachandrasekhar3750 ปีที่แล้ว

    Hi,
    It is a very nice explanation, but I have a question, how to make a simulation for 200 steps in Ansys?

  • @sairam-mm3lm
    @sairam-mm3lm 2 ปีที่แล้ว

    What if I'm having temperature load data depend on time variable,, how to import that tabular data in ansys workbench

  • @sangeetshukla7128
    @sangeetshukla7128 3 ปีที่แล้ว

    Sir how to change solution method.i.e. full transient or modal superposition.

  • @ugo1174
    @ugo1174 2 ปีที่แล้ว

    What if my model is to run over hours?

  • @mertsenol6000
    @mertsenol6000 2 ปีที่แล้ว

    Is it possible to change step and time or should it be always 1 sec. I want to set step end time as 5s for first step and then for second step as 3 sec. is it possible to aplly different time for every current step number? Best regards...

  • @mehrankhan-se8kt
    @mehrankhan-se8kt 2 ปีที่แล้ว

    I am running Transient Structural Analysis on a cantilever beam while putting sinusoidal loading on the tip of free end using multi-time step but on the force output, I am not getting sinusoidal deformation values.
    Does anyone have any idea what could be the problem?

    • @simulationtechhub
      @simulationtechhub  2 ปีที่แล้ว +1

      Check for Directional deformation you will get the variation.

    • @mehrankhan-se8kt
      @mehrankhan-se8kt 2 ปีที่แล้ว

      @@simulationtechhub Thank you sir. I have done the same, but is it the same thing? Total and directional?

  • @sahinsahin8463
    @sahinsahin8463 4 ปีที่แล้ว +2

    Sir, I analysis my own 6 axis robotic arm with multi time step. But there were some problems in my analysis. I have 480 number of steps and time step is 1 and auto time stepping is off for all steps. I have 8 parts and 60 steps for each part thats why ı have 480steps. But the problems is After 1 to 60, the piece does not continue to move from where it left off, while it is from 60 to 120. I mean it moves from 1 to 60, but at 60 the whole body comes back to the same position and does the other move. If you give your e-mail address, I can send you my work for better understanding.
    Could you help me sir?

    • @simulationtechhub
      @simulationtechhub  4 ปีที่แล้ว +1

      Drop a mail to Simulationtechtamil@gmail.com

    • @sahinsahin8463
      @sahinsahin8463 4 ปีที่แล้ว +1

      @@simulationtechhub Is S an capital letter?

    • @sahinsahin8463
      @sahinsahin8463 4 ปีที่แล้ว +1

      @@simulationtechhub I sent the mail.

    • @sahinsahin8463
      @sahinsahin8463 4 ปีที่แล้ว +1

      @@simulationtechhub sir did you saw what ı send it to you. Will you help me?

  • @gggaming9528
    @gggaming9528 4 ปีที่แล้ว

    What was the initial condition given??

    • @kannanr03
      @kannanr03 3 ปีที่แล้ว

      No initial condition given in this case. It can be usually velocity as per the physics involved

  • @neeladke9557
    @neeladke9557 3 ปีที่แล้ว

    How to undo a step in ansys?

    • @kannanr03
      @kannanr03 3 ปีที่แล้ว

      One cannot do ctrl+z kind of undoing in ansys. Only possibility is if you're sure about the analysis settings, one can save the project file pre and post to solving