Maurin, FlorianSpadoni, Alessandro2016-10-182016-10-182016-10-18201610.1016/j.wavemoti.2016.05.009https://infoscience.epfl.ch/handle/20.500.14299/130163WOS:000381532700016Buckled periodic beams possess a geometrically nonlinear, load-deformation relation and intrinsic length scales such that stable, nonlinear waves are possible. In part I of this paper, a model has been derived that predict compressive/rarefaction, supersonic/supersonic solitary waves, varying the level of compression and the support type (guided or pinned). Although this work has been validated by simulating the structure with finite-elements, in the present paper, investigations are done experimentally, focusing on the guided supported, slightly-buckled beam. (C) 2016 Elsevier B.V. All rights reserved.Buckled periodic beamExperimentSolitary wavetext::journal::journal article::research article