Oscillations of plants' stems and their damping: theory and experimentation

Abstract

Free oscillations of upright plants' stems, or in technical terms slender tapered rods with one end free, can be modelled by considering the equilibrium between bending moments and moments resulting from inertia. For stems with apical loads and negligible mass of the stem and for stems with finite mass but without top loading, analytical solutions of the differential equations with appropriate boundary conditions are available for a finite number of cases. For other cases approximations leading to an upper and a lower estimate of the frequency of oscillation ω can be derived. For the limiting case of ω = 0, the differential equations are identical with Greenhill's equations for the stability against Euler buckling of slender poles. To illustrate, the oscillation frequencies of 25 spruce trees (Picea sitchensis(Bong.) Carr.) were compared with those calculated on the basis of their morphology, their density and their static elasticity modulus. ForArundo donaxL. andCyperus alternifoliusL. the observed oscillation frequency was used in turn to calculate the dynamic elasticity modulus, which was compared with that determined in three–point bending. Oscillation damping was observed forA. donaxandC. alternifoliusfor plants' stems with and without leaves or inflorescence. InC. alternifoliusthe difference can be attributed to the aerodynamic resistance of the leaves, whereas inA. donaxstructural damping in addition plays a major role.