In this paper the free vibration frequencies of an Euler–Bernoulli tapered beam are deduced, in the presence of a concentrated mass at the end, and of a concentrated linear damper at an arbitrary section along the beam. The frequency equation is deduced and analytically solved in terms of Bessel functions.
DAMPING IN EXACT ANALYSIS OF TAPERED BEAMS
DE ROSA, Maria Anna;
2005-01-01
Abstract
In this paper the free vibration frequencies of an Euler–Bernoulli tapered beam are deduced, in the presence of a concentrated mass at the end, and of a concentrated linear damper at an arbitrary section along the beam. The frequency equation is deduced and analytically solved in terms of Bessel functions.File in questo prodotto:
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