Published March 15, 2019 | Version v1
Journal article

Driving risk of road vehicle shielded by bridge tower under strong crosswind

  • 1. Southwest Jiaotong University, Department of Bridge Engineering (China)

Description

Moving on a bridge, a road vehicle will experience a gusty crosswind caused by the shielding effects of the bridge tower. The corresponding driving safety is affected by several uncertain factors. In this study, a closed-loop driver-vehicle-crosswind (DVC) model is established to obtain the dynamic responses of the vehicle under given driving conditions. The nonlinear tire cornering force, the real driver behavior and the vehicle aerodynamic loads considering the wind shielding effects of the bridge tower can be taken into account. Based on the support vector classifier approach, a probability-based procedure is established to assess the driving risk of a road vehicle passing by a bridge tower under crosswind. A typical two-axle road vehicle passing by a bridge tower is studied as a numerical case. The dynamic responses of the vehicle and driver reaction under two given driving conditions are analyzed by solving the DVC numerical model firstly. Then, the probability-based model is used to assess the driving risk of the vehicle under different driving conditions; the effects of vehicle speed, wind velocity and friction coefficient of road surface on the driving risk are investigated.

Additional details

Identifiers

Publishing Information

Journal Title
Natural Hazards
Journal Volume
96
Journal Issue
1
Journal Page Range
p. 497-519
ISSN
0921-030X

INIS

Country of Publication
Netherlands
Country of Input or Organization
International Atomic Energy Agency (IAEA)
INIS RN
51106467
Subject category
S58: GEOSCIENCES;
Descriptors DEI
AERODYNAMICS; BRIDGES; FRICTION FACTOR; HAZARDS; NONLINEAR PROBLEMS; ROADS; SAFETY; SHIELDING; SUPPORTS; VECTORS; VEHICLES; VELOCITY; WIND
Descriptors DEC
DIMENSIONLESS NUMBERS; FLUID MECHANICS; MECHANICAL STRUCTURES; MECHANICS; TENSORS

Optional Information

Copyright
Copyright (c) 2019 Springer Nature B.V.