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"periodic" boundary condition in structural mechanics
Posted Feb 4, 2019, 7:02 a.m. EST Structural & Acoustics 4 Replies
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Hello, I am wondering how one can prescribe the correct boundary conditions to a periodic mechanical structure. For illustration purposes let's have a simple system as shown in the attached picture. The full system is an infinite series of this unit cell, shifted along the horizontal axis. Blue is a hard, red is a soft material, and we apply a high pressure inside the white void.
Since the full system is periodic, the first idea is to prescribe a periodic BC on the left and right sides. However, this constrains the displacements on the two boundaries to be equal: u<sub>dst</sub> = u<sub>src</sub>.
Since the structure is vertically symmetric, it will not bend when the pressure is applied, however, the left/right boundaries of the symmetry cell will not remain flat. The cell will expand due to the internal pressure.
After all, what would be needed is something like this, u,v,w meaning the displacements along the 3 directions, index 1 or 2 means left or right boundary. z is the horizontal axis in the picture.
u2 = u1 v2 = v1 w2 = w1 + C
where C is a constant. What is the best way to achieve this?
Thank you Daniel
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