Understanding plasticity theory (for Mises UMAT)
If you need linear elastic or Mises plastic UMAT and related CAE models please visit this link:
www.engssoft.com/elastic-plas...
This video is the first part of a series, which help you step by step, to write your own first plastic UMAT subroutine. In this video basics of Mises plasticity are explained. In the next video the algorithm which is used to solve Mises equations is depicted, and in the last video related UMAT subroutine is described. In this video can find out:
Introduction 00:00
Understanding stress-strain curve, elastic and plastic regions 1:00
Plastic hardening 2:05
Mises effective stress 2:49
Mises effective plastic strain 7:07
Mises yield criterion and its characteristics 8:25
Normality hypothesis 10:32
Consistency condition 12:22
Пікірлер: 18
Congratulations for your video. Very well explained. It is difficult to find so good and professional plasticity explanations in internet. I’ve found out that the p-q diagram is very useful to visualize pressure dependency and to progress to Drucker-Prager models for example with tension-compression asymmetries.We are using more and more pressure dependent plastic models for metals in car crash finite element simulations. We need pressure dependent models to build up accurate fracture models.
Good Explanation. Appreciate the efforts to explain so nicely.
good one
Good explanation
excellent
great great
Thankyou
👍
@ 7.21 Why we are calculating the effective plastic strain rate tensor instead of effective plastic strain?
@engineering_software
Жыл бұрын
plastic deformation depends on loading history therefore the problem is solved incrementally.
in 11:28 , when calculating the normal (n), why did we divide by 2*sqrt(3/2 sigma':sigma') ?
@engineering_software
4 ай бұрын
Please note that we are making a derivation from sigma-e, which its definition contains square root.
@azz650
4 ай бұрын
@@engineering_software oh yes, thank you so much :)
Excellent Video I understand the concept of effective stress for various cases. how do you write effective stress equal to Sqrt(2/3 sigma':sigma'), any derivation is available?
@engineering_software
Жыл бұрын
2/3 can be found by this fact: In simple tension effective stress is equal to applied stress.
@selvamraj11
Жыл бұрын
@@engineering_software Thank you very much, This is my long-time doubt, it is clear Now. Still, I am wondering how they introduce the factor!
Hi, the equation of the linear hardening (time 2:44) does not match with the figure; the intercept of the line is less than sigma y.
@engineering_software
4 ай бұрын
Please note that in the formula plastic strain is used while in the curve horizontal axis shows total strain.