Planar Finite Forced Dynamics of a Double Hinged Circular Arch: Theory and Experiments
Abstract The planar dynamics of an elastic circular arch undergoing large displacements under a sinusoidally varying, concentrated, vertical force at its tip is analyzed. First, a revision of theoretical models found in the literature and an analysis on different analytical approximations consistent with different simplifying assumptions is done; then, the analytical results are compared with those of an experimental steel model of a double hinged circular arch. The principal region of instability of the unimodal symmetric solution in which the nonlinear modal coupling excites the antisymmetric component is studied; moreover, inside this principal instability region, subregions of instability of any periodic solution are found and the corresponding increased complexity of the time laws is analyzed by using time series analysis tools.