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A matlab script to calculate the sensitivities of performance measures (stress) with respect to design variables (cross-sectional area) in a three-element truss structure using the adjoint variable method. The script assembles the global stiffness matrix, applies the displacement boundary condition, solves the problem for displacement, and calculates the stress in each element.
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%MATLAB script to solve the three truss elements problem % Element number Nelem = 3; % Cross-sectional area b = [1. 1.2 1.4]; % Length of each element l = [0.5 0.75 1.0]; % Young's modulus E = 1E4; % Global stiffness matrix K = zeros(4,4); % Assemble the stiffness matrix for i = 1:Nelem coef = E*b(i)/l(i); K(i,i) = K(i,i) + coef; K(i,i+1) = K(i,i+1) - coef; K(i+1,i) = K(i+1,i) - coef; K(i+1,i+1) = K(i+1,i+1) + coef; end % Applied force vector F = [ 0 0 0 10]'; % Apply displacement boundary condition at node 1 for i = 1:Nelem+ K(1,i) = 0; end K(1,1) = 1; % Solve the problem for displacement z z = K \ F % Calculate stress sigma = zeros(3,1); for i = 1:Nelem coef = E/l(i); sigma(i) = coef * (z(i+1) - z(i)); end sigma