% Define flexural stiffness matrix D11 = (1/3) * (Q11 * h^3); D22 = (1/3) * (Q22 * h^3); D12 = (1/3) * (Q12 * h^3); D66 = (1/3) * (Q66 * h^3); D16 = (1/3) * (Q16 * h^3); D26 = (1/3) * (Q26 * h^3);

% Solve for deflection and rotation w = q / (D11 * (1 - nu12^2)); theta_x = - (D12 / D11) * w; theta_y = - (D26 / D22) * w;

% Display results fprintf('Deflection: %.2f mm\n', w * 1000); fprintf('Rotation (x): %.2f degrees\n', theta_x * 180 / pi); fprintf('Rotation (y): %.2f degrees\n', theta_y * 180 / pi); This code defines the plate properties, material stiffness matrix, and flexural stiffness matrix. It then assembles the global stiffness matrix and solves for the deflection and rotation of the plate under a transverse load.

% Define material stiffness matrix Q11 = E1 / (1 - nu12^2); Q22 = E2 / (1 - nu12^2); Q12 = nu12 * Q11; Q66 = G12; Q16 = 0; Q26 = 0;

The following MATLAB code performs a bending analysis of a composite plate using FSDT: