Hi there,
I am working with a 2D beam model and I am not sure why certain degrees of freedoms need to be constrained in order to avoid rigid body modes. I would value if someone can provide me some background.
To figure out what I need to constrain I made a simplified model, see attached. The triangular shaped frame consisting of two beams is simply supported and joined with a hinge. To avoid rigid body modes I must constrain the rotation around the x-axis (direction of span) for both supports and also for the joint.
I understand that constraining the rotation around x is required for the supports, else the frame would just tilt over, why is a constraint in the joint required?
I tried to replace the rotation constraint around the x axis in the support with a support in the out of plane direction at the node where the two beams meet. I would expect that this leads to the same result, consequently making the constraint of the rotation around the x axis superflous at the supports. However, when removing the named constraints at the supports rigid body modes occur, so my expectation is wrong. Where is my fault?
I appreciate your perspective!
triangle_2Dcheck.gh (44.4 KB)