Abstract
Abstract
This paper considers two aspects for enhancing structural damping using passive, but novel, methods. Attempting to take a forward look to the twenty-first century, the concept of using biological and evolutionary methods to ‘grow’ damping material on the surface of a vibrating component is described. A simple cantilever beam is used as the component and a ‘free-layer’ viscoelastic damping treatment is ‘grown’ on the structure in such a way as to provide optimum damping over a frequency bandwidth that encompasses flexural and torsional modes of vibration. To enhance the ‘controllability’ of the damping, the viscoelastic material is considered as a cellular material displaying a negative Poisson's ratio and it is shown that for the ‘free-layer’ treatment it is possible to produce a range of modal loss factors by changing the cell geometry. Only numerical studies are used and no experimental validation has been carried out, the idea being to stimulate ideas for future structural damping concepts.
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