Investigation on vehicle lateral instability when crossing a curved highway bridge during an earthquake
Investigation on vehicle lateral instability when crossing a curved highway bridge during an earthquake
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DOI:
10.1080/15732479.2020.1766515
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发表时间:
2020-05
影响因子:
3.7
通讯作者:
D. Siringoringo;Y. Fujino;Masaaki Yabe
中科院分区:
文献类型:
--
作者:
D. Siringoringo;Y. Fujino;Masaaki Yabe
Abstract This paper describes a numerical study on the vehicle instability when crossing curved highway bridge during an earthquake. Analytical framework using two-axle vehicle dynamics model is developed to describe vehicle vibration when moving under seismic excitation from the curved bridge girder. The model includes out-of-plane and in-plane motion along with the effect of curved girder with specific radius, camber angle and longitudinal grade. Two criteria for critical vehicle stability are evaluated namely the rollover and sideslip stability. As case study, numerical simulations were conducted using three-dimensional finite element model of an elevated highway junction consisting of four curved sections and two straight sections. Effects of curved bridge radii, level of earthquake, vehicle velocity and driver reaction on the vehicle stability were investigated. It was found that a vehicle moving on a curved bridge during earthquake has a larger possibility for rollover and sideslip instability than a vehicle moving on a straight section for the same driving velocity and level of earthquake. Results of simulations demonstrate that normal forces on vehicle’s wheels are significantly influenced by the curved bridge effects, steering angle, effect of road camber at the curved section. These conditions contributed to reduction of normal forces on vehicle’s wheels and increased the risk of vehicle instability.