The book " MATLAB Codes for Finite Element Analysis: Solids and Structures
function [K_mod, F_mod] = applyDirichletBC(K, F, fixed_dofs, fixed_values)
% Apply fixed displacement boundary conditions
% fixed_dofs: vector of DOF indices to fix
% fixed_values: corresponding displacement values (usually 0)
B = (1/(2*A_e)) * [
y(2)-y(3), 0, y(3)-y(1), 0, y(1)-y(2), 0;
0, x(3)-x(2), 0, x(1)-x(3), 0, x(2)-x(1);
x(3)-x(2), y(2)-y(3), x(1)-x(3), y(3)-y(1), x(2)-x(1), y(1)-y(2)
]; matlab codes for finite element analysis m files
MATLAB and FEA
The code computes:
% Element connectivity [node_i, node_j]
element = [1 2; 2 3; 1 3];
- Matrix operations are natively optimized.
- Built-in linear solvers (e.g.,
A\b) are robust.
- Visualization tools (
plot, surf, patch) simplify post-processing.
- M-files allow modular programming with functions and scripts.
for e = 1:length(prob.elements)
elem = prob.elements(e);
mat = prob.materials(elem.matID);
[Ke, fe] = feval(elem.type, elem.nodes, elem.coords, mat);
[K, F] = assemble(K, F, Ke, fe, elem.dofs);
end The book " MATLAB Codes for Finite Element
% Solve the linear system
u = K\F;