Linear Buckling Analysis Ansys 19 ( Analytical Calculations and Theory are Explained)
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- čas přidán 18. 10. 2020
- Linear Plate Buckling Analysis by Using Ansys. I did analytical calculations for the plate and I explained the theory. Also, I validated analytical results with the ansys Eigen-Value buckling analysis.
Linkedin: / meriç-büyükkoyuncu-10b...
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A huge thank you! I was looking for some Buckling Analysis tutorial for my problem and this video was exactly wat I was looking for.
You are welcome
Thank you so much for this video sir
Great work
Thank you for your help and support i really appreciate.
Thank you for your nice comments
Congrats!
Helal olsun kardeşim başarılarının devamını dilerim
Thank you very much!!What is that interesting testbook which you show from time to time?
this is so good
Thank you
Thank you for your video. When you apply the load, why you don't consider the edge length? As far as I know, the shell edge load should be divided by the edge length. Can you explain?
If I have several loads in my model in addition to the axial one's (e.g., shear loads applied on the long edges of the panel) to which load is the load multiplier refering to?
You can check Ansys’ own guide on buckling. Link is here:
ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v190/wb_sim/ds_buckling_analysis_type.html?q=load%20multiplier
Sir please share videos for sandwich plates also
how to get proper meshing? do we have any theoretical calculation for this?
thank you for the video, could you help me with this?
when I'm trying for higher modes I'm getting the error "Mode number is out of bounds"
Go to the analysis settings in eigen value buckling analysis part. Change the maximum mode number. Maximum mode number is "2" as a default. Change it to how many modes you want.
@@mericbuyukkoyuncu385 yes it helped, thank you for quick response
@@r-rk You're welcome
A very good video, i know understud about this modes, my nastan gives me 10 modes and i dont know which one i should be accepting, but you sayd the first one ))... but what is the point of this modes if what every one is interested in is the first one anyway
Hello,
Thank you for your kind feedbacks. I think I said that take the critical mode (which is lowest). In the video, it was the first one. It might be the second one. I should have explained this in one of my videos, maybe in this video
@@mericbuyukkoyuncu385 Yeah, you have said that. So there are no need to have a lot of modes as far as i understand? I have seen in many videos they have like 10 modes, but there are no practical need of that because we are yousing the first one. Thats what i am not understanding why someone in videos on youtube are using 10 modes...
@@MrEngineerNasa that is just because 10 is good looking number. If you are expecting to see critical buckling mode in more than 10 modes. You should solve your simulation with more modes. It depends on what you are expecting
How to take boundary conditions for different constraints condition
You can find them in literature. Check google or something.
@@mericbuyukkoyuncu385 thank you great video please make videos on nonlinear analysis
Thank you, I already did it for nonlinear cases.
Meriç bey linkedin üzerinden iletişime geçtim . Rica etsem dönüş sağlayabilir misiniz? Teşekkürler
Hope you are your family are safe!
Fortunately we are safe. Because we are far away from the disaster area. Thanks for asking