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
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