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lumped versus segregated step
Posted 14 juin 2012, 14:37 UTC−4 Studies & Solvers, Structural Mechanics Version 4.2a 2 Replies
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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 15 juin 2012, 12:42 UTC−4