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Shear Stress Boundary Condition

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Old   December 5, 2006, 00:53
Default Shear Stress Boundary Condition
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I wanted to know how I could give a Shear Stress = 0 i.e dU/dx =0 boundary Condition in fidap. I wanted to implement symmetry at the boundaries. I have applied Uy=0 at the boundary. Is that enough? Please help !!

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