7.b) Modeling Plasticity + Restart Analysis -- Part 1 of 2 (with audio)

[@AbaqusPython]

If you have questions please post them on the StandoutVitae page associated with this tutorial: www.standoutvitae.com/article/gautampuri0128779/modeling-plasticity--performing-a-restart-analysis-in-abaqus/ Also the entire tutorial series can be accessed at www.standoutvitae.com/article/gautampuri050534/abaqus-fea-tutorial-series/

[@CuongNguyen-tt4jp]

Thank you for the video!
When I restart from end of step and restart from the increment which is the last increment of step, the result is different. Do you know why?

[@sattarkhan123]

Also, One video on different an-isotropic plasticity model like C-Hill48-AF,C-Hill48-KIN ,C-Hill48-ISO, Hill48-AF and Mises-AF and explain with some small example in Abacus. Your video helps alot for me to improve my skill in Abaqus.

[@zhongchen100]

Hi, I wonder how to record the whole process in ABAQUS and upload it to youtube?

[@nitishprasadk]

In the Von Mises results window, why increment is showing as 14 when the increment size is 0.1 and the time period is 1. It must show 10 iterations. Please correct me in this

[@sprinkleroilfish]

what is the name of the guy teaching the tutorial?

[@mohamedeldin2744]

I would thank you very much for your splendid explaination but at time 6:26 you mentioned (wrote)
"epsilon" is stress and
"segma" is strain, I think it is vise versus
please correct this information.

[@k_abhisharma]

nice,... Can you please provide me how to model semihalf space non linear soil under dynamic loading

[@yasaminmirzaei8842]

Wonderful! I learned so much thank you.