Man-made slender structures are known to be sensitive to high levels of vibration due to their flexibility which often cause irreversible damage. In nature, trees repeatedly endure large amplitudes of motion, mostly caused by strong climatic events, yet with minor or no damage in most cases. A new damping mechanism inspired by the architecture of trees is identified here and characterized in the simplest tree-like structure, a Y-shaped branched structure. Through analytical and numerical analyses of a simple two-degree-of-freedom model, branching is shown to be the key ingredient in this protective mechanism that we call damping-by-branching. It originates in the geometrical nonlinearities so that it is specifically efficient to damp out large amplitudes of motion. A more realistic model, using flexible beam approximation, shows that the mechanism is robust. Finally, two bioinspired architectures are analyzed, showing significant levels of damping achieved via branching with typically 30% of the energy being dissipated in one oscillation. This concept of damping-by-branching is of simple practical use in the design of very slender and flexible structures subjected to extreme dynamical loadings.
机构:
Columbia Univ, Ind Engn & Operat Res Dept, 321 SW Mudd Bldg,500 W 120th St, New York, NY 10027 USAColumbia Univ, Ind Engn & Operat Res Dept, 321 SW Mudd Bldg,500 W 120th St, New York, NY 10027 USA
Chen, Ningyuan
Olvera-Cravioto, Mariana
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机构:
Columbia Univ, Ind Engn & Operat Res Dept, 321 SW Mudd Bldg,500 W 120th St, New York, NY 10027 USAColumbia Univ, Ind Engn & Operat Res Dept, 321 SW Mudd Bldg,500 W 120th St, New York, NY 10027 USA