Transition wave in a supported heavy beam
Michele Brun, Alexander B. Movchan, Leonid I. Slepyan

TL;DR
This paper models the propagation of a failure wave in a supported elastic beam, analyzing different support configurations and identifying conditions for steady or accelerating failure wave speeds, with a focus on intersonic propagation.
Contribution
It introduces and compares three models of a supported beam with support failure, revealing the conditions for wave propagation and steady-state speeds, especially at intersonic velocities.
Findings
Failure wave can propagate steadily only at intersonic speeds.
Steady-state wave speed decreases as support stiffness drop increases.
Models show strong similarities between continuous and discrete support configurations.
Abstract
We consider a heavy, uniform, elastic beam rested on periodically distributed supports as a simplified model of a bridge. The supports are subjected to a partial destruction propagating as a failure wave along the beam. Three related models are examined and compared: (a) a uniform elastic beam on a distributed elastic foundation, (b) an elastic beam which mass is concentrated at a discrete set of points corresponding to the discrete set of the elastic supports and (c) a uniform elastic beam on a set of discrete elastic supports. Stiffness of the support is assumed to drop when the stress reaches a critical value. In the formulation, it is also assumed that, at the moment of the support damage, the value of the `added mass', which reflects the dynamic response of the support, is dropped too. Strong similarities in the behavior of the continuous and discrete-continuous models are…
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