Matlab Codes For Finite Element Analysis M Files -

% Define the element stiffness matrix hx = 1/nx; % element size in x-direction hy = 1/ny; % element size in y-direction Ke = (1/4)*[2 -2 -1 1; -2 2 1 -1; -1 1 2 -2; 1 -1 -2 2]/ (hx*hy);

% Assemble the global stiffness matrix K = zeros((nx+1)*(ny+1), (nx+1)*(ny+1)); for i = 1:nx for j = 1:ny idx = (i-1)*(ny+1) + j; K(idx:idx+1, idx:idx+1) = K(idx:idx+1, idx:idx+1) + Ke; end end matlab codes for finite element analysis m files

The M-files provided can be used as a starting point for more complex FEA problems. By modifying the M-files, users can implement different numerical methods, such as the Galerkin method or the mixed finite element method. % Define the element stiffness matrix hx =