Hooke’s Law for Isotropic Materials; Dilatation (Example 1) - Mechanics of Materials

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Civil Engineering with Amir

Civil Engineering with Amir

Күн бұрын

Пікірлер: 7
@NicholasCoulson-bo5ff
@NicholasCoulson-bo5ff Жыл бұрын
Very informative! I've been struggling with this topic, and your video clarified it for me. Keep up the good work 👏🏼
@CivilEng_Amir
@CivilEng_Amir Жыл бұрын
Thanks for your feedback, glad it was hopeful 🙌🏽
@AminDavid-i9l
@AminDavid-i9l Жыл бұрын
I really enjoyed.Tnx Amir❤❤
@CivilEng_Amir
@CivilEng_Amir Жыл бұрын
Glad to hear! Thanks for your support ❤️
@SarahGilmour-dz3it
@SarahGilmour-dz3it Жыл бұрын
Quick question: Is it possible to get negative strain in one direction even if the stress in that direction is positive (e.g. Can εy be negative when σy is positive?)
@CivilEng_Amir
@CivilEng_Amir Жыл бұрын
Of course! Good question. The strain in each direction depends not only on the stress in that direction, but also on the stresses in the two other directions as well as the change in temperature. So in this example where σz and ΔT are zero, εy will be negative with any σy value smaller than 0.33σx. For example if σx was +10 and σy was +3, εy would still be negative. I hope that makes sense.
@SarahGilmour-dz3it
@SarahGilmour-dz3it Жыл бұрын
@@CivilEng_Amir Gotcha, thank you!
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