Hello all, I am implementing a finite element solver in Julia. I have computed the stiffness matrix (as a sparse matrix K) and the force vector (F). I have some non zero boundary conditions on the unknown. In Matlab, here is what I do:
bcwt=mean(diag(K)); % a measure of the average size of an element in K % used to keep the conditioning of the K matrix udofs=fixedNode; % global indecies of the fixed displacements f=f-K(:,udofs)*uFixed; % modify the force vector K(udofs,:)=0; K(:,udofs)=0; K(udofs,udofs)=bcwt*speye(length(udofs)); % put ones*bcwt on the diagonal f(udofs)=bcwt*speye(length(udofs))*uFixed; U=K\f; I implemented the above in Julia and I got several errors associated with the following f=f-K(:,udofs)*uFixed; % modify the force vector K(udofs,:)=0; K(:,udofs)=0; K(udofs,udofs)=bcwt*speye(length(udofs)); % put ones*bcwt on the diagonal f(udofs)=bcwt*speye(length(udofs))*uFixed; I would appreciate very much if someone can help. Thanks. Best regards, Phu