Abstract
Based on the Euler two-phase model, sand is regarded as a flowing fluid. In the numerical analysis, the sand is simulated as two-phase flow. Wind load variation on the windward side of the bridge under the wind-blown environment is analyzed numerically. Wind load variation on the bridge is studied when the flow velocity, particle size, and sediment concentration are different. This paper’s wind load numerical analysis is compared with the wind load calculated in the Code for Wind Resistance Design of Highway Bridges. Results show that the effect of sand load under wind and sand environment cannot be ignored.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: IOP Conference Series: Earth and Environmental Science
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
