husgutt
Mechanical
- Mar 12, 2013
- 18
Hello
I made a very simple problem to learn explicit.
- I made a cylinder of steel.
- I coupled the whole instance to a RP lying on the axis going through the length direction of the cylinder.
- Using displacement, I rotated the RP 1 rad about the length axis. All other DOF are set to 0
Using different combinations of time and density, the lowest MAX-stresses I get are around 2000 MPa.
What am I not understanding here? I am expecting close to zero stresses when I do it quasistatically!
Thank you for your help!
Best regards
I made a very simple problem to learn explicit.
- I made a cylinder of steel.
- I coupled the whole instance to a RP lying on the axis going through the length direction of the cylinder.
- Using displacement, I rotated the RP 1 rad about the length axis. All other DOF are set to 0
Using different combinations of time and density, the lowest MAX-stresses I get are around 2000 MPa.
What am I not understanding here? I am expecting close to zero stresses when I do it quasistatically!
Thank you for your help!
Best regards