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February 15, 2011, 09:59
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define the right model
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New Member
Join Date: Feb 2011
Posts: 9
Rep Power: 15  |
what is the different between the steady and unsteady command?
i tried to solve a simple 2-d problem of a beam section: with the steady solution a k-eps viscous model sometimes i cath the oscillation of the lift coefficient, but with the unsteady k-eps i don't reach the same results... i don't understand why this happens, because in general the flow should be unsteady.... |
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