Abstract

A domino wave is a well-known illustration of a transition wave, which appears to reach a stable regime of propagation. Nature also provides spectacular cases of gravity driven transition waves at large scale, observed in snow avalanches and landslides. On a different scale, the micro-structure level interaction between different constituents of the macro-system may influence critical regimes leading to instabilities in avalanche-like flow systems. Most transition waves observed in systems such as bulletproof vests, racing helmets under impact, shock-wave driven fracture in solids, are transient. For some structured waveguides a transition wave may stabilize to achieve a steady regime. Here we show that the failure of a long bridge is also driven by a transition wave that may allow for steady-state regimes. The recent observation of a failure of the San Saba Bridge in Texas provides experimental evidence supporting an elegant theory based on the notion of transition failure wave. No one would think of an analogy between a snow avalanche and a collapsing bridge. Despite an apparent controversy of such a comparison, these two phenomena can both be described in the framework of a model of the dynamic gravity driven transition fault.

Highlights

  • The long San Saba railway bridge (Figure 1C) in the Central Texas collapsed in May 2013 as a result of initial damage caused by fire

  • EVALUATION OF THE SPEED OF THE FAILURE WAVE The solution leads to the expression of the vertical flexural displacement W (0) measured in the moving system of coordinates centered at the front of the transition wave: where κ1 and κ2 < κ1 are the stiffness of the supporting pillars on the left and on the right parts with respect to the moving front transition point η = 0, g is the gravitational force, and ρ the linear density of the beam structure

  • PREDICTION OF THE SPEED OF THE TRANSITION WAVE The first impression gained from the computational model is that the vertical flexural motion is less relevant to the identification of dangerous vibrations within the dynamic design process, and the main attention should be given to the low-frequency transverse modes

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Summary

Introduction

The long San Saba railway bridge (Figure 1C) in the Central Texas ( known as Harmony Ridge Bridge, 31°14 07 North, 98°33 52 West) collapsed in May 2013 as a result of initial damage caused by fire. A 300-yard bridge fell apart after catching fire in a dramatic collapse captured on video (https://www.youtube.com/watch?v= LLVKb1HxhAY). This dramatic event was the subject of attention worldwide when it was featured on BBC News and other News programs across the globe. The video footage provides the data for measuring the speed of propagation of the failure, and it is apparent that this failure reaches a steady-state regime. An explicit simple formula has been derived for the speed V of the steady-state propagating fault: V=

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