Note: This discussion is about an older version of the COMSOL Multiphysics® software. The information provided may be out of date.
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.
lumped versus segregated step
Posted 2012年6月14日 GMT-4 14:37 Studies & Solvers, Structural Mechanics Version 4.2a 2 Replies
Please login with a confirmed email address before reporting spam
Hi Dear Supports,
I have a sphere in contact with a film. I am using axial symetry and my sphere is pushing against the film in presence of a boundary load. I am using weak constrains to calculate reaction froces on the sphere. Now sth happens in solver:
the mode1.u and mod1.u_lm are in segregated step as it shows the default solver. However, the contact pressure, mod1.Solid.Tn_p1 is in lumped step it fails to converge but when I put it in segregated group 2, by defining a new one, it not only works but the speed of simulation is 5 times faster. Please let me know what happens?
Apart from that, when should I use lower limit step?
--
Marjan
I have a sphere in contact with a film. I am using axial symetry and my sphere is pushing against the film in presence of a boundary load. I am using weak constrains to calculate reaction froces on the sphere. Now sth happens in solver:
the mode1.u and mod1.u_lm are in segregated step as it shows the default solver. However, the contact pressure, mod1.Solid.Tn_p1 is in lumped step it fails to converge but when I put it in segregated group 2, by defining a new one, it not only works but the speed of simulation is 5 times faster. Please let me know what happens?
Apart from that, when should I use lower limit step?
--
Marjan
2 Replies Last Post 2012年6月15日 GMT-4 12:42