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Boundary Systems and large deformation / String of Yarn (solved)
Posted 28 avr. 2021, 05:54 UTC−4 Structural & Acoustics, General, Structural Mechanics Version 5.6 4 Replies
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I got a time dependent study where I model a string of yarn and how it bends around a complex solid body. To implement the absence of bending stiffness of the yarn I use the membrane-physics. I works really good.
Now I want to set up a boundary load that is oriented along the surface of the yarn/membrane. If I use a boundary load on the membrane in combination with the automatically set up boundary system I can set up a force that follows the curvature of the yarn. So far so good.
While solving the time dependent study the yarn deforms as it is bending around the counterbody. When I check the orientation of the boundary system (plot the coordinate system on the boundary of the membrane) I can see that the boundary system doesnt follow the deformation of the membrane. The boundary load is no longer oriented along the yarn by the end of the study.
Motivation behind the boundary load: the membrane-solid contact node doesn't allow sliding induced friction (there is a node for that for solid-solid contacts that came with 5.6 but not for contacts with a membrane involved). So i want to set up a boundary load that is tangential to the surface of the membrane and the magnitude should be the local contact pressure multiplicated with the friction coefficient.
How can I solve this?
(In the screenshots attached you can see how the boundary system tends to keep it's original orientation under deformation of the membrane)