rayjbryant
Student
- Dec 19, 2021
- 3
I've written a Matlab program that creates a global stiffness matrix for a group of Q8 elements.
I have a force vector, now I'm trying to apply boundary conditions and solve for the displacements. The problem I've run into, is whether I eliminate rows and columns correlated to Dof's that equal 0 or if I
use lagrangians I end up with a singular K matrix that can't solve the system using backdivide.
Whats the best way to implement boundary conditions and solve for the displacements after obtaining global stiffness?
I have a force vector, now I'm trying to apply boundary conditions and solve for the displacements. The problem I've run into, is whether I eliminate rows and columns correlated to Dof's that equal 0 or if I
use lagrangians I end up with a singular K matrix that can't solve the system using backdivide.
Whats the best way to implement boundary conditions and solve for the displacements after obtaining global stiffness?