ssHMS
Mechanical
- Aug 10, 2017
- 2
Dear all,
I am new to abaqus. I want to change the Young's modulus in during unloading Step in my non-linear kinematic hardening material. I have tried field variable which changed when I see in ABAqus Viewr, BUT unfortunately, I did not see any influence on Stress-strain curve before and after applying field variable. I also tried to change it by using subroutine as mentioned in this link ( but no use. In simple words I just want to see the effect of young's modulus while unloading. (i.e after decreasing its values from 300GPa to 150Gpa) it should show some effect in slop.
I have prepared a very simple model which takes some seconds to complete.
I will be really thankful if someone could tell me:
1)how can I different E dependent on PEEQ?
Or Simply
2) How can i use different E on each step.
LINK to my sample example= OUTPUT= Thanks in advance
regards,
I am new to abaqus. I want to change the Young's modulus in during unloading Step in my non-linear kinematic hardening material. I have tried field variable which changed when I see in ABAqus Viewr, BUT unfortunately, I did not see any influence on Stress-strain curve before and after applying field variable. I also tried to change it by using subroutine as mentioned in this link ( but no use. In simple words I just want to see the effect of young's modulus while unloading. (i.e after decreasing its values from 300GPa to 150Gpa) it should show some effect in slop.
I have prepared a very simple model which takes some seconds to complete.
I will be really thankful if someone could tell me:
1)how can I different E dependent on PEEQ?
Or Simply
2) How can i use different E on each step.
LINK to my sample example= OUTPUT= Thanks in advance
regards,