Boundary Conditions in 2D Numerical and 3D Exact Models for Cylindrical Bending Analysis of Functionally Graded Structures

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convergence of 2D GDQ and 2D FE solutions increasing the length of the simply supported sides.</div>

Shock and Vibration

fig4

Figure 4

Figure 4: Boundary Conditions in 2D Numerical and 3D Exact Models for Cylindrical Bending Analysis of Functionally Graded Structures 