Linear Buckling Analysis Ansys 19 ( Analytical Calculations and Theory are Explained)

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: www.linkedin.com/in/meriç-büyükkoyuncu-10b831165
The other videos:
kzread.info/dash/bejne/hXylt8Ojf92rfco.html
kzread.info/dash/bejne/pKeu0MiumrOxkcY.html
kzread.info/dash/bejne/eXlksNucg9m8naw.html
kzread.info/dash/bejne/ZHyEp7KNlNHboLA.html

Пікірлер: 30

  • @herkdaniel807
    @herkdaniel8073 жыл бұрын

    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.

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    3 жыл бұрын

    You are welcome

  • @chagraouihamda2272
    @chagraouihamda22723 жыл бұрын

    Great work Thank you for your help and support i really appreciate.

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    3 жыл бұрын

    Thank you for your nice comments

  • @bhagyahb2811
    @bhagyahb28113 жыл бұрын

    Thank you so much for this video sir

  • @aysegulalyamac6833
    @aysegulalyamac68333 жыл бұрын

    Congrats!

  • @emreorhan4667
    @emreorhan46673 жыл бұрын

    Helal olsun kardeşim başarılarının devamını dilerim

  • @leowu8609
    @leowu86092 жыл бұрын

    this is so good

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    2 жыл бұрын

    Thank you

  • @user-ev8yj7ev9j
    @user-ev8yj7ev9j4 ай бұрын

    Thank you very much!!What is that interesting testbook which you show from time to time?

  • @user-ie8lq2kl9n
    @user-ie8lq2kl9n11 ай бұрын

    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?

  • @gabrielalfonsinespin9918
    @gabrielalfonsinespin99183 жыл бұрын

    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?

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    3 жыл бұрын

    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

  • @sagarh9168
    @sagarh91682 жыл бұрын

    how to get proper meshing? do we have any theoretical calculation for this?

  • @SauravKumar-hz4hp
    @SauravKumar-hz4hp Жыл бұрын

    Sir please share videos for sandwich plates also

  • @mobilecameratricks3219
    @mobilecameratricks32192 жыл бұрын

    How to take boundary conditions for different constraints condition

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    2 жыл бұрын

    You can find them in literature. Check google or something.

  • @mobilecameratricks3219

    @mobilecameratricks3219

    2 жыл бұрын

    @@mericbuyukkoyuncu385 thank you great video please make videos on nonlinear analysis

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    2 жыл бұрын

    Thank you, I already did it for nonlinear cases.

  • @r-rk
    @r-rk3 жыл бұрын

    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"

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    3 жыл бұрын

    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.

  • @r-rk

    @r-rk

    3 жыл бұрын

    @@mericbuyukkoyuncu385 yes it helped, thank you for quick response

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    3 жыл бұрын

    @@r-rk You're welcome

  • @umutcanaksoy2239
    @umutcanaksoy22397 ай бұрын

    Meriç bey linkedin üzerinden iletişime geçtim . Rica etsem dönüş sağlayabilir misiniz? Teşekkürler

  • @MrEngineerNasa
    @MrEngineerNasa2 жыл бұрын

    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

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    2 жыл бұрын

    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

  • @MrEngineerNasa

    @MrEngineerNasa

    2 жыл бұрын

    @@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...

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    2 жыл бұрын

    @@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

  • @MrBurtondu
    @MrBurtondu Жыл бұрын

    Hope you are your family are safe!

  • @mericbuyukkoyuncu385

    @mericbuyukkoyuncu385

    Жыл бұрын

    Fortunately we are safe. Because we are far away from the disaster area. Thanks for asking

Келесі