The bending problem of a functionally graded anisotropic cantilever beam subjected to a linearly distributed load is investigated. The analysis was based on the exact elasticity equations for the plane stress problem. The stress function was introduced and assumed in form of a polynomial of the longitudinal coordinate. The expressions for stress components were then educed from the stress function by simple differentiation. The stress function was determined from the compatibility equation as well as the boundary conditions by a skilful deduction. The analytical solution was compared with FEM calculation, indicating a good agreement.
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