Technical Papers
Dec 30, 2020

Two-Dimensional Aerodynamic Admittance of a Flat Closed-Box Bridge

Publication: Journal of Structural Engineering
Volume 147, Issue 3

Abstract

Wind tunnel tests were carried employing two different free-stream turbulent flow fields and one harmonic vertical gust profile conditions, and pressure measurements of the buffeting force on six separated strips of a flat closed-box bridge-deck section model were recorded. Two-dimensional aerodynamic admittance functions (2D-AAF) were obtained using one- and two-wavenumber computational theory, respectively. An empirical expression for determining the 2D-AAF for flat closed-box bridge decks in free-stream turbulence was proposed based on the extensive results of the experimental data. This study indicates that the 2D-AAF of the flat closed-box bridge deck is higher than the Sears function in the low-frequency range, and the aerodynamic admittance remains almost constant for reduced frequencies in the range of 0–0.145. For a given bridge section, its 2D-AAF is unique and related only to the geometry of the deck cross section, regardless of whether or not the strip assumption is valid. The fluctuating pressure near the leading edge of the bridge deck in the harmonic vertical gust was obviously much larger than that obtained in free-stream turbulent wind fields, which significantly affects the magnitude of the lift force.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions.

Acknowledgments

This project was supported by the National Natural Science Foundation of China (Grant No. 51778545).

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 3March 2021

History

Received: Jul 19, 2019
Accepted: Oct 15, 2020
Published online: Dec 30, 2020
Published in print: Mar 1, 2021
Discussion open until: May 30, 2021

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Authors

Affiliations

Junxin Wang, Ph.D.
School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.
Cunming Ma, Aff.M.ASCE [email protected]
Professor, Key Laboratory for Wind Engineering of Sichuan Province, Chengdu 610031, China; School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). Email: [email protected]; [email protected]
Elena Dragomirescu
Associate Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5.
Xin Chen
Ph.D. Student, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.
Yang Yang
Assistant Professor, School of Civil Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

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