Codes For Finite Element Analysis M Files: Matlab
% Coordinates x = nodes([n1,n2,n3], 1); y = nodes([n1,n2,n3], 2);
% Assembly dof_list = [(n1-1)*2+1, (n1-1)*2+2, ... (n2-1)*2+1, (n2-1)*2+2, ... (n3-1)*2+1, (n3-1)*2+2]; K(dof_list, dof_list) = K(dof_list, dof_list) + ke; end
% Elements (triangle connectivity: node1, node2, node3) elements = [1, 2, 3; 1, 3, 4]; matlab codes for finite element analysis m files
% 5. Post-processing % - Compute stresses, strains, reaction forces % - Visualize results Problem: Axially loaded bar with fixed-free boundary conditions. M-file: truss_1d.m
% Plane stress constitutive matrix D = (E/(1-nu^2)) * [1, nu, 0; nu, 1, 0; 0, 0, (1-nu)/2]; % Coordinates x = nodes([n1,n2,n3], 1); y =
% 4. Solve % - Solve K * U = F for nodal displacements U
for e = 1:size(elements, 1) n1 = elements(e, 1); n2 = elements(e, 2); define nodes, elements, E, A
% --- Assembly --- n_dof = size(nodes,1)*2; K = zeros(n_dof); F = F_applied;
% Element stiffness matrix ke = thickness * area * (B' * D * B);
% Area area = 0.5 * abs((x(2)-x(1))*(y(3)-y(1)) - (x(3)-x(1))*(y(2)-y(1)));
% main_bar_assembly.m clear; clc; % ... define nodes, elements, E, A ... K_global = zeros(n_dof); for e = 1:ne n1 = elements(e,1); n2 = elements(e,2); L = nodes(n2) - nodes(n1); ke = bar2e(E, A, L); dof = [n1, n2]; K_global(dof, dof) = K_global(dof, dof) + ke; end % ... apply BCs, solve, post-process ... | Element Type | MATLAB Implementation Key Points | |---------------|----------------------------------| | 2D Quadrilateral (Q4) | Gauss quadrature, shape functions in natural coordinates | | Beam (2D Euler-Bernoulli) | 4 DOF per element (u1, theta1, u2, theta2) | | 3D Tetrahedron (TET4) | Volume coordinates, B matrix size 6x12 | | Heat Transfer (2D) | Same structure, but D becomes thermal conductivity matrix | 8. Conclusion MATLAB M-files provide a transparent, educational, and flexible environment for implementing Finite Element Analysis. The step-by-step approach—pre-processing, assembly, BC application, solving, and post-processing—remains consistent across problem types. While not as efficient as commercial FEA packages for large-scale problems, MATLAB FEA codes are invaluable for learning, prototyping, and research.