Influence Mechanism of a Bridge Wind Barrier on the Stability of a Van-Body Truck under Crosswind

Authors:
Open Access
Publisher website
Google Scholar
Abstract
Understanding the crosswind stability of cars under strong wind loads and research on wind resistance methods is important for improving the safety performance of wind-induced driving on bridges. Taking van-body trucks as the research object, numerical calculation methods and wind tunnel test methods are used to conduct the wind-induced driving safety analyses of van trucks on a cross-sea bridge. The influence of the structural parameters of the barrier-type wind barrier on the aerodynamic characteristics and straight-line driving stability of the trucks on the bridge is studied and analyzed quantitatively. The results show that the decrease in the porosity of the wind barrier can effectively reduce the average wind speed of the bridge deck, and increasing the height of the wind barrier can effectively reduce the wind speed and increase the occlusion height of the bridge deck. The lateral acceleration, yaw rate, and lateral displacement of trucks decrease with the decrease in the porosity of the wind barrier and decrease with the increase in the height of the wind barrier. The research conclusions can not only provide data support for wind-induced driving safety analysis and the wind-resistant design of bridges but also provide a new method to balance the requirements of bridge wind-induced driving safety and bridge wind-induced structure safety.
Funding Information
  • National Natural Science Foundation of China (51708472)
  • Natural Science Foundation of Fujian Province (2020J01275)
  • Industry-University Cooperation Project of Fujian Province (2020H6022)
  • Transportation Science and Technology Project of Fujian Province (202022, 201903)
  • Guiding Project of Fujian Provincial Department of Science and Technology (2021Y0045)
  • Provincial Science and Technology Innovation Platform of Fujian (2016H2003)

This publication has 16 references indexed in Scilit: