oldmanK
Structural
- Dec 14, 2003
- 9
I have a series of colinear spring elements of varying nonlinear extension parameters to which I want to apply a prestrain. I used a frame element connected to the end joints of the series, and applied a strain load to it. I noticed unpredicted behavior, and after testing the model, I realized that the beam seems to be attaching itself to the intermediate spring joints, translating them differently than the applied end displacement should. Is there something I should be aware of when assembling springs/elements that pass through same locations, but are meant to remain disconnected?
Thank You
Thank You