Solid Mechanics Theory | Euler-Bernoulli Beams

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  • Опубликовано: 16 июл 2024
  • Solid Mechanics Theory | Euler-Bernoulli Beams
    Thanks for Watching :)
    Contents:
    Introduction: (0:00)
    Load-Shear Relationship: (3:35)
    Shear-Moment Relationship: (5:43)
    Displacement Function: (7:39)
    Strains: (14:09)
    Stresses: (17:06)
    Moment-Deflection Relationship: (19:47)
    Beam Analysis: (22:35)

Комментарии • 17

  • @rushdisami5146
    @rushdisami5146 2 года назад

    Amazing explanation.
    Thank you.

  • @rezamadoliat2074
    @rezamadoliat2074 2 года назад +3

    thank you very much for uploading these files. i am very interested to see your lecture regarding timoshenko beam.

  • @blueberry11051
    @blueberry11051 2 года назад

    Thanks for sharing.

  • @SaidAliSaid-x4s
    @SaidAliSaid-x4s 17 дней назад

    superb! Can you please share Timoshenko beam as well?

  • @cookiecutter7706
    @cookiecutter7706 2 года назад +4

    last semester, i got an A+ in the graduate solid mechanics course thanks to your theoretical videos.

    • @cookiecutter7706
      @cookiecutter7706 2 года назад +1

      now it’s time for FEM

    • @ClaytonPettit
      @ClaytonPettit  2 года назад +1

      That is awesome to hear! Congratulations! it means a lot knowing my videos are helping :)

    • @cookiecutter7706
      @cookiecutter7706 Год назад +1

      @@ClaytonPettit now, i am preparing for my qualification exams by watching your theory videos.

  • @sonuanand8570
    @sonuanand8570 2 года назад

    Great 👍

  • @Engineer_MayDay
    @Engineer_MayDay 8 месяцев назад

    Great 👌

  • @siavashsafari3795
    @siavashsafari3795 2 месяца назад

    informative, thanks

  • @_.ah7
    @_.ah7 Месяц назад

    What if i want to model a hyper elastic beam that has large deflection? What assumptions will i take then and how could i possibly make the calculations bearable? Thankyou

  • @user-mq5fs5lq2q
    @user-mq5fs5lq2q 9 месяцев назад

    thank you so much , what about Timoshenko beam please sir,

  • @vadiquemyself
    @vadiquemyself 7 месяцев назад

    you only mentioned the first derivative θ quickly somewhen at 14:00, why? and why θ = dy/dX¹ (y is the deflection, X¹ is the axis coordinate) is so obvious to you ? (but not for me) maybe it follows from the curvature or such 🤔
    and other unexplained thing is “although” 18:25 the non-zero σ12 component of stress, having 16:22 that ε12 of strain = 0 and the Hooke-type stress-strain relation ... the claim “due to the shear force” can’t be against the constitutive relation, can it?

  • @AzeemKhan-dk4rb
    @AzeemKhan-dk4rb Год назад

    sir i have 1 question. Can you guide me about that. please if you can give me your watsapp