n3l3
Mechanical
- Dec 28, 2010
- 69
Hi all
Im modelling a prestressed assembly with a bolt (taht is attached), the bolt is prestressed with a temperature field over the beam that represents its body.
I´m using 3 contact interfaces, betwen the clamped parts, and the bolt heads and each clamped part.
I dont get errors in the firs step (the pretensioning with the temperature field)
Abaqus has finished the job in some cases in the next static loading steps for some specific dimensions of the part "sector", but when I change the dimensions of the part, "sector" I get an "aborted" error. (The principal dimension I change is the main clamped body depth in the X axis)
Indeed I get a lot of warnings like this:
overconstraint checks:slave node SECTOR-1.19 has prescribed displacements tangent to the master surface. this could make the friction constraint for these contact slave nodes redundant; hence the friction formulation is changed from *friction,lagrange or *friction,rough to the default fenalty method (friction coefficient of 1.E+03 in the case of *friction,rough).
My knowledge of abaqus is starting to finish here, so would be nice if someone can give me some tip.
Thanks a lot.
Im modelling a prestressed assembly with a bolt (taht is attached), the bolt is prestressed with a temperature field over the beam that represents its body.
I´m using 3 contact interfaces, betwen the clamped parts, and the bolt heads and each clamped part.
I dont get errors in the firs step (the pretensioning with the temperature field)
Abaqus has finished the job in some cases in the next static loading steps for some specific dimensions of the part "sector", but when I change the dimensions of the part, "sector" I get an "aborted" error. (The principal dimension I change is the main clamped body depth in the X axis)
Indeed I get a lot of warnings like this:
overconstraint checks:slave node SECTOR-1.19 has prescribed displacements tangent to the master surface. this could make the friction constraint for these contact slave nodes redundant; hence the friction formulation is changed from *friction,lagrange or *friction,rough to the default fenalty method (friction coefficient of 1.E+03 in the case of *friction,rough).
My knowledge of abaqus is starting to finish here, so would be nice if someone can give me some tip.
Thanks a lot.