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

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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.

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16 сен 2024

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Комментарии : 7

@raoufamhir 2 года назад

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

@prudhvi5263 2 года назад

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

@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

@dr.rashmijadhav-bharatey1555 2 года назад

Very nice and helpful session

@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?

@dr.rashmijadhav-bharatey1555 8 месяцев назад

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

@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.