The reliability analysis is studied for stiffened Kirchhoff's plate bending using the Finite Element Method in MATLAB. We used the Hsieh-Clough-Tocher (HCT) element with 4 nodes and 10 degree of freedom for each triangular element. The applied force and Young’s Modulus were random, and we used the First-Order Reliability Method (FORM). The numeri
The reliability analysis is studied for stiffened Kirchhoff's plate bending using the Finite Element Method in MATLAB. We used the Hsieh-Clough-Tocher (HCT) element with 4 nodes and 10 degree of freedom for each triangular element. The applied force and Young’s Modulus were random, and we used the First-Order Reliability Method (FORM). The numeri