Local flange buckling of a plate girder in bending: Materials Lab on-line

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  • เผยแพร่เมื่อ 19 ธ.ค. 2024

ความคิดเห็น • 6

  • @giovannimantovani1205
    @giovannimantovani1205 3 ปีที่แล้ว +2

    Can you show the distance between stiffeners? I'd like to replicate this test in a Numerical Analysis (FEM)

  • @engrvarsi3774
    @engrvarsi3774 4 ปีที่แล้ว

    Thank you very much for very delineating video.

  • @werdebauingenieur2937
    @werdebauingenieur2937 3 ปีที่แล้ว +1

    This video is used by a professor at our university :D

  • @joyceshamini3841
    @joyceshamini3841 6 ปีที่แล้ว +2

    Curious, where/how is the load applied on the beam in this test? I can't make out the mechanism

    • @keithlee9905
      @keithlee9905 6 ปีที่แล้ว +3

      Looks like a typical 4-point loading configuration, except the loading points are 'pulled down' instead of pressed from the top. Loading bars to the left of C1 and right of D2.

    • @yoshi.jeje_StructuralEngineer
      @yoshi.jeje_StructuralEngineer 4 ปีที่แล้ว

      i think there's two point near the internal restrained, they pull the beam from the bottom, in fact if you pull the beam from the top falnge o thebottom flange the behavior change.