Discontinuous Buckling of Wide Beams and Metabeams
arXiv:1410.6016 · doi:10.1103/PhysRevLett.115.044301
Abstract
We uncover how nonlinearities dramatically alter the buckling of elastic beams. First, we show experimentally that sufficiently wide ordinary elastic beams and specifically designed metabeams ---beams made from a mechanical metamaterial--- exhibit discontinuous buckling, an unstable form of buckling where the post-buckling stiffness is negative. Then we use simulations to uncover the crucial role of nonlinearities, and show that beams made from increasingly nonlinear materials exhibit increasingly negative post-buckling slope. Finally, we demonstrate that for sufficiently strong nonlinearity, we can observe discontinuous buckling for metabeams as slender as numerically and experimentally.
5 pages, 5 figures. See http://corentincoulais.wordpress.com/movies/metabeam-movies/ for movies. 2 pages of SI
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