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how to get the external force from presribed BC.s in N-R method?

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ying

Mechanical
Jul 12, 2001
1
I am doing the non-linear viscoelastic problem by Newton-Raphson method.

And I am now trying to test the code by a bar, one end is constrained
while the other is under prescribed displacement u=at, where a is a constant.

The questions are:

1. how to get reaction forces acted at the two ends by the prescribed displacements?

2. for r=p-f, should the applied load be 0 or be the reactions due to the BC.s at the
two ends?

3.Do I need to modify the jacobin stiffness matrix for the essential BC.s during
each iteration?

thanks a lot!

ying

 
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I'll answer what I think your questions are. If I've misunderstood what you're asking, please clarify.
1. After you solve for u and u' vectors, this becomes "simple" tensor algebra. Multiply your "stiffness" matrices (I'm using the term generically wrt the viscoelastic contribution) by your u and u' vectors to solve for the reactions (I am presuming no inertial effects here--hence quasi-static).
2. There is no "applied load" in your case. I take "applied load" to mean that F(t) is explicitly defined a priori. In your case, F(t) is an unknown, hence a reaction force. For both ends, F(t) should be expected to be non-zero for most t (although it could approach zero as time goes to infinity, depending on your model). Both ends should be equal in magnitude and opposite in direction.
3.Yes.

Brad
 
Let me correct my own mistake before somebody else does.
In (quasi-static) viscoelastic analysis, u' does not enter into the equation (answer to #1). You only solve for the u vector.
Long day yesterday. The mind misfired.
 
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