Discussion Closed This discussion was created more than 6 months ago and has been closed. To start a new discussion with a link back to this one, click here.

Poroelasticity - stress conflict

Please login with a confirmed email address before reporting spam

Dear all,

I simulated a geothermal reservoir (cubic) which is stimulated by a "massflux" through a sphere. I think my model runs and works as it should.

I calculated the pressure and get results as expected. In comparison I calculated the maximum principal stress and get irrational results. Instead of positive principal stresses I get negative stresses with a strong decay. I expect positive stress changes (lower than pressure) due to injection of fluid and pressure increase around the sphere.

Has someone an idea what could be the problem? Is this a problem of notation or mesh?
Has someone modeled a same scenario and could give me an advice about the boundary conditions espacially for solic mechanics?

Greetings and thank you!

Nastasja K.



0 Replies Last Post 2015年10月21日 GMT-4 05:34
COMSOL Moderator

Hello Nastasja Kilicer

Your Discussion has gone 30 days without a reply. If you still need help with COMSOL and have an on-subscription license, please visit our Support Center for help.

If you do not hold an on-subscription license, you may find an answer in another Discussion or in the Knowledge Base.

Note that while COMSOL employees may participate in the discussion forum, COMSOL® software users who are on-subscription should submit their questions via the Support Center for a more comprehensive response from the Technical Support team.