Loaded Bending Displacement on a Symmetrical Circular Plate andAnalytical Solution of the Governing Equation by AYM Approach

Euler-Bernoulli beams theory (also known as engineer's beam theory or classical beam theory) in general it can be a nonlinear theory of elasticity which provides a means of calculating the load-carrying and deflection characteristics of beams. It is thus a special case of Timoshenko beam theory that accounts for shear deformation and is applicable for thick beams. It was first enunciated circa ۱۷۵۰, but was not applied on a large scale until the development of the Eiffel Tower and the Ferris wheel in the late ۱۹th century. Additional analysis tools have been developed such as plate theory and finite element analysis, but the simplicity of beam theory makes it an important tool in the sciences, especially structural and mechanical engineering)