Mechanics of Materials: Lesson 55 - Tresca, Von Mises, and Rankine Failure Theories Explained

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Пікірлер: 23

  • @sotirpopov3937
    @sotirpopov3937 Жыл бұрын

    Professor Hanson, your students are very lucky having you as their professor. You make the difference, and one day, they will make the difference on future generations. Great attitude and approach, presenting not easy matter!

  • @juliotitosagastegui9453
    @juliotitosagastegui945311 ай бұрын

    jeff: "What is a failure" me looking at the mirror*

  • @fitrizuhairi1898
    @fitrizuhairi1898 Жыл бұрын

    Imagines if Professor Henson teaches for fluid course 🥺

  • @tobiasoldenkamp
    @tobiasoldenkamp Жыл бұрын

    Mandy is right for sure, thanks a lot!

  • @frozenrats
    @frozenrats8 ай бұрын

    If you were my professor I would never skip class. I don’t skip class anyways, but at least I would be excited to come. 10/10 video as always. I wish nothing but good luck comes your way for the rest of your life. Lifesaver!!

  • @larryevans2806
    @larryevans28062 ай бұрын

    This is outstanding! Finally putting Mohrs circle and failure theories into two great examples of combined loading. Well done!!!

  • @jonbrooks8232
    @jonbrooks8232 Жыл бұрын

    Great video, thank you Professor Hanson! I passed mechanics of materials and dynamics thanks to your help, and I’m now taking intermediate solid mechanics and advanced dynamics at UW Madison.

  • @manuboker1
    @manuboker1 Жыл бұрын

    Wonderful solids lessons!! really taking the time to explain the problems along with a good sense of humor :))

  • @gernotschaaf3693
    @gernotschaaf3693 Жыл бұрын

    Wish my lectures where as passionate about their respective modules as you sir. Thanks for all the help!

  • @farisridhwanazlan1266
    @farisridhwanazlan126611 ай бұрын

    thank you. very good explaination

  • @evelynhough3526
    @evelynhough35267 ай бұрын

    Amazing help, Thanks so much

  • @coreyfarrell7347
    @coreyfarrell7347 Жыл бұрын

    This dude is the GOAT

  • @aliihsankrka3808
    @aliihsankrka3808 Жыл бұрын

    Sir, please continue to dynamics course. We need you.

  • @SheikhAliSalman-ol4rp
    @SheikhAliSalman-ol4rp Жыл бұрын

    Shouldn't the shear direction be the other way for example 2 on the stress element ?

  • @carultch

    @carultch

    Жыл бұрын

    There's a symmetry to the shear stress. It will always be the opposite direction on the perpendicular face in order for the element to be in equilibrium.

  • @antoups

    @antoups

    2 ай бұрын

    you're absolutely right bud!

  • @tturi2
    @tturi221 күн бұрын

    So if my Tresca stress outputs a higher stress than Von Mises, does that mean that Tresca is saying for the same conditions, it's being more conservative?

  • @user-og7ye2hc3s
    @user-og7ye2hc3s Жыл бұрын

    You are amazinggg sir , but i have a question , when are u breaking bad ?

  • @DONTfakeTOshow
    @DONTfakeTOshow4 ай бұрын

    it is known that if the von Mises and Tresca criteria are assumed to agree for the case of uniaxial tension, then they will disagree for the case of pure shear and the von Mises yield circle will circumscribe the Tresca hexagon. SHOW that if it is assumed that the von Mises and Tresca criteria agree for the case of pure shear, then they will disagree for the case of uniaxial tension and the Tresca hexagon will circumscribe the von Mises ellipse)

  • @z.r1999
    @z.r1999 Жыл бұрын

    ♥️♥️

  • @nicolascamaratta
    @nicolascamaratta3 ай бұрын

    vvery coo

  • @solidsnake2524
    @solidsnake2524 Жыл бұрын

    First

  • @muratcansenturk3284
    @muratcansenturk32845 ай бұрын

    İMPARATOR