Plate Buckling Analysis in Abaqus

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  • เผยแพร่เมื่อ 19 ก.ย. 2024

ความคิดเห็น • 11

  • @simoncadavid100
    @simoncadavid100 9 หลายเดือนก่อน

    great video, thanks!

  • @sanjaySanjay-gz7wm
    @sanjaySanjay-gz7wm 4 ปีที่แล้ว

    Good job.... expecting more videos

  • @sukitnualchanchai8823
    @sukitnualchanchai8823 5 ปีที่แล้ว

    Dear Ann,
    Thanks for the good tutorial, I'm wondering if the result from final analysis which the imperfection and the material non linearity are applied different from result calculated by Static Riks method?. I guess they should be very closed.

  • @sreekanthvijayan8746
    @sreekanthvijayan8746 3 ปีที่แล้ว

    Hai.good vdo

  • @debbygu3074
    @debbygu3074 3 ปีที่แล้ว

    Hello, Ann, could you please tell me how to determine the number of "vectors used per iteration" during setting STEP?

    • @aejeffers
      @aejeffers  3 ปีที่แล้ว

      I don't know what this means off the top of my head, but I'm sure it is described in the documentation

  • @sthanu12
    @sthanu12 3 ปีที่แล้ว

    Hello Prof, can you please explain how did you come up with a specific value for defining your imperfection as a pre-applied lateral load?

    • @aejeffers
      @aejeffers  3 ปีที่แล้ว

      A pinned beam with point load at midspan has a deflection of PL^3/48EI. Set this equal to the desired imperfection and solve for P.

  • @hakansezen2019
    @hakansezen2019 3 ปีที่แล้ว

    is eigenvalue related with load magnıtude ?

    • @aejeffers
      @aejeffers  3 ปีที่แล้ว

      Eigenvalue is related to the load magnitude, eigenvector gives the mode shape (displaced shape)

  • @mera_baba_
    @mera_baba_ 2 ปีที่แล้ว +1

    Excel of this problem please sir.