Forced Response to Damped Euler-Bernoulli Beam with Fractional Inertia and Internal Damping Forces (Class 6)

This chapter describes the contributions in three folds with respect to the forced response to a damped Euler–Bernoulli beam with fractional inertia and fractional internal damping forces. (1) Equivalent equation of fractional coordinates of that beam. (2) The closed-form expression of the forced response to such a beam. (3) A new variation of the Rayleigh damping resulting from such a beam.