Abstract (EN):
A hyperbolic sine shear deformation theory is used for the buckling analysis of functionally graded plates, accounting for through-the-thickness deformations. The linearized buckling equations and boundary conditions are derived using Carrera's Unified Formulation and further interpolated by collocation with radial basis functions. Numerical results demonstrate the accuracy of the present approach. © Civil-Comp Press, 2012.
Language:
English
Type (Professor's evaluation):
Scientific