Webinar: Plastic deformations in non linear FEA SOLIDWORKS Simulation hardening rules

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  • Опубликовано: 12 дек 2024

Комментарии • 12

  • @FennessyHouse
    @FennessyHouse 7 лет назад +1

    Amazing review of stress strain fundamentals, probably best I've ever seen inside or outside of a university. Thank you!

  • @nwoodman1
    @nwoodman1 3 года назад

    Bravo Esfandyar! A very insightful presentation.

  • @burloakonario1759
    @burloakonario1759 7 лет назад +1

    Thanks a lot Esfandyar for your great and productive presentation!!
    Would you please post more of such a useful video?

  • @ginebro1930
    @ginebro1930 7 лет назад

    Thank you for such a fine video!

  • @pramitmajumder6355
    @pramitmajumder6355 3 года назад

    Great content!

  • @amrezz2955
    @amrezz2955 7 лет назад

    thank you very much your video was very helpful for me

  • @gorraktech5988
    @gorraktech5988 7 лет назад

    Awesome presentation

  • @deanmillard9853
    @deanmillard9853 5 лет назад +1

    Amazing Webinar, can you recommend any books on plastic deformation?

  • @outagas2008
    @outagas2008 3 года назад

    dividing the elastic modulus by 100 to get the tangent modulus gives 1% not the 10% stated. Which is correct?

  • @ahmadsaqlain487
    @ahmadsaqlain487 3 года назад

    need help? I want to do simulation of 3-point bending test of thermoplastic? i bend tha sample till 40mm displacement. please tell me which model should i use ? static, dynamic, linear or non linear , mises or hyperelastic?

  • @science_engineering
    @science_engineering 4 года назад

    why do we have residual stress at the end of unloading cycle???
    I mean that it's ok to have residual (plastic) strain and displacments when the force equals to 0. But i don't understand why we don't get zero stresses when the force equals to 0..........

  • @wiscgaloot
    @wiscgaloot 2 года назад

    This is no help at all, my Solidworks study screen doesn't look anything like yours. Using 2021 SP 5.1