Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations LittleInch on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

USDFLD, MAX plastic strain, Cylindrical Coordinate

Status
Not open for further replies.

Majid_F93

Geotechnical
Joined
Feb 2, 2018
Messages
27
Location
IR
Hi,
I want to use USDFLD subroutine in my model. I want to use maximum principal plastic strain(MAX.principal) with respect friction angle.
how i call MAX.principal?
Another question which i have is about maximum magnitude between PE11 and PE22. If i want to maximum plastic strain between PE11 and PE22, should i writle my code like below? i want to use max plastic strain between PE11 and PE22 in each integration point. In the other words, if in my model in each integration point, plastic strain reach the valu that i defiend in field(1), then use friction angle. like belwo picture.
Capture_e2bbve.jpg



if i want to use cylindrical cordinate in my code, how can do it?


 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top