Non-linear analysis of RCC beam using ANSYS APDL - Dr.Sandeep MS

Поделиться
HTML-код
  • Опубликовано: 11 сен 2024
  • Session on Non-linear analysis of RCC beam using ANSYS APDL
    Handled By Dr.Sandeep MS
    In-House Faculty Development Programme on ‘Software Applications in Civil Engineering’ organised by the Department of Civil Engineering, Muthoot Institute of Technology & Science, Varikoli, Kochi, Kerala from 28th - 30th July, 2021.

Комментарии • 7

  • @raoufamhir
    @raoufamhir 2 года назад +1

    best explaining ever on APDL on concrete non-linear beams thanks alot

  • @prabhamuddineni4751
    @prabhamuddineni4751 2 года назад

    Thank you, sir, you explained very clear, this will help me in the pg project. To analyse beams. And find first, crack load

  • @prudhvi5263
    @prudhvi5263 2 года назад

    very very nice class.thank you very much, sir,it helps a lot for learning ansys apdl

  • @dr.rashmijadhav-bharatey1555
    @dr.rashmijadhav-bharatey1555 2 года назад

    Very nice and helpful session

  • @pgsurve1684
    @pgsurve1684 2 года назад

    Very Good presentation Dr.Sandeep. I have a question, can we use BEAM188 element as reinforcement in place of LINK180 because this element considers only square section not circular as ideally required. I tried this but could not succeed in merging the coincident nodes, can you please make presentation on this?

  • @pgsurve1684
    @pgsurve1684 2 года назад

    Dr.Sandeep, I am waiting for your reply. If I want to do analysis considering dead load which I consider 2400kg/m3 for concrete, should I choose g=1 or 9.81m/sec2. The dead load is itself a gravity load, so g should be 1 ? Please comment.

  • @dr.rashmijadhav-bharatey1555
    @dr.rashmijadhav-bharatey1555 8 месяцев назад

    Sir please upload some more videos and share email id if possible