Closed form expressions for the Green function of flexural vibrations of un
iform beams are well known, giving the response at any point in the beam du
e to harmonic point excitation at any position along the beam. The expressi
ons involve trigonometric and hyperbolic functions. The present work first
develops alternative forms for the free-free beam, in terms of the sinusoid
al eigenmodes of a pinned-pinned beam plus the rigid body modes. Convergenc
e is assessed by comparison with the well-known classical results for a fre
e-free beam. The analysis is then extended to the case of free-free rectang
ular plates of arbitrary aspect ratio. The work is motivated by the desirab
ility of employing sinusoidal modes for the structure when undertaking hydr
oelastic analysis (e.g. for a flexible beam or plate floating in the sea).
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