Wind and Structures

Volume 42, Number 3, 2026, pages 357-387

DOI: 10.12989/was.2026.42.3.357

Aerodynamic force characteristics and flow field mechanism of wide-width double-box composite girders

Jingran Sun , Xiaobing Liu , Dewang Zhang , Luqian Ma , Qun Yang

Abstract

This study investigates the aerodynamic force characteristics and flow field mechanisms of wide-width double-box composite girders through integrated wind tunnel testing and numerical simulation. Initially, aerodynamic analysis was conducted across eleven wind attack angles (-10° to +10° at 2° intervals) while maintaining the prototype bridge aspect ratio of 12.8. Subsequently, parametric analysis was performed for horizontal flow conditions (0°), examining six aspect ratios (9, 11, 12.8, 15, 17, and 19). The results demonstrate that, under the aspect ratio of 12.8, as the wind attack angle varies from -10° to 10°, the drag coefficient and the absolute value of the lift coefficient initially decreases and then increases, the direction of moment changes from counterclockwise to clockwise. At 0° wind attack angle, as the aspect ratio increases, the drag coefficient remains constant initially and then increases, the absolute value of the lift coefficient initially decreasing and then increasing, and the moment coefficient gradually decreases. The lift and moment coefficients are smaller during the construction and service stages. Calculation formulas for aerodynamic force coefficient with different aspect ratios under 0° wind attack angle are presented, which can provide a reference for the wind load design of wide-width double-box composite girders in practical engineering.

Key Words

aerodynamic force characteristics; flow field mechanism; numerical simulation; wide-width double-box composite girders; wind tunnel testing

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