Solid Mechanics | Theory | Stress Measures (Deviatoric, von Mises, Tresca, etc.)

Поділитися
Вставка
  • Опубліковано 30 жов 2024

КОМЕНТАРІ • 5

  • @blastfurnace7538
    @blastfurnace7538 3 місяці тому

    I love your style so much, you always carefully consider the feeling of students, thanks a lot!

  • @kaursingh637
    @kaursingh637 Рік тому

    sir lecture is excellent --please speak loud --thank u sir

  • @jbragg33
    @jbragg33 2 роки тому

    Thank you for the video. Small mistake at 11:05, the matrix shown is the CW rotation matrix, to be CCW it needs the - in front of the top right sin(theta) instead of the bottom left one.

    • @ClaytonPettit
      @ClaytonPettit  2 роки тому +4

      Thank you but there is no mistake :P in the maximum shear stress proof I am rotating the basis set defining the coordinate system and not the shape itself (which is why the selected coordinate transformation matrix is correct as a CW rotation of a shape = a CCW rotation of a basis set). I should have been more clear on this haha I am sorry for the confusion!

    • @jbragg33
      @jbragg33 2 роки тому

      @@ClaytonPettit Oh I see OK thanks for clarification :)