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!

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

PEEQ in Mohr-coulomb model

Status
Not open for further replies.
Majid_F93

Majid_F93

Geotechnical
Joined
Feb 2, 2018
Messages
27
Location
IR
Hi everyone
I am using mohr-coulomb plasticity in my model. In this plasticity model , PEEQ defiend as a formula in below picture. I cant understanding that. Can anybody explain it for me?
Capture_oqpeg8.jpg
 
Status
Not open for further replies.

Similar threads

SKSA
  • Locked
  • Question Question
ABAQUS VUMAT Writing on Modified Mohr-Coulomb
Replies
1
Views
518
FEA way
FEA way
SKSA
  • Locked
  • Question Question
How to Expand the PEEQ formula of mohr-Cuolomb and Write VUSDFLD
Replies
5
Views
840
FEA way
FEA way
P
  • Locked
  • Question Question
Abaqus two material model
Replies
2
Views
2K
payal.verma1989
P
R
  • Question Question
Zig-Zag Strain Pattern in NSM FRP Pull-Out Simulation (Cohesive Zone Model) – Need Help
Replies
2
Views
9K
Roshaan
R
M
  • Locked
  • Question Question
Material model for plain weave in ABAQUS
Replies
4
Views
2K
Materials Freak
M

Part and Inventory Search

Sponsor

Back
Top