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

[@FennessyHouse]

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

[@nwoodman1]

Bravo Esfandyar! A very insightful presentation.

[@burloakonario1759]

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

[@deanmillard9853]

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

[@ahmadsaqlain487]

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?

[@outagas2008]

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

[@science_engineering]

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..........

[@gorraktech5988]

Awesome presentation

[@pramitmajumder6355]

Great content!

[@ginebro1930]

Thank you for such a fine video!

[@amrezz2955]

thank you very much your video was very helpful for me

[@wiscgaloot]

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