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悬索桥主缆截面固定网格多孔模型构建与流动特性研究

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为研究悬索桥主缆除湿过程中紧束态钢丝束区域截面流动特性,以深中通道伶仃洋大桥为背景进行主缆截面固定网格多孔模型构建与流动特性研究.利用固定网格的方法,考虑钢丝束间隙,构建一种适用于悬索桥主缆截面的精准多孔模型,研究钢丝束间隙、通气方向、阻力系数计算方法、钢丝束阶数对空气流动特性的影响.结果表明:通气方向不同时,精准多孔模型体现了主缆截面内部流速分布的不均匀性以及流动阻力的各向异性;入口速度一定时,垂直通气时两侧间隙流速大于钢丝束内部流速,水平通气时水平间隙流速有所增大,垂直通气进出口压差大于水平通气,两者相差11.29%;对比采用Ergun公式计算的阻力系数模型与采用拟合计算的实际阻力系数模型,进出口压差差异随着入口速度的减小而逐渐增大,在入口速度为0.031 25 m/s时,水平通气和垂直通气下,2种模型进出口压差差异分别为89.5%和95.6%;钢丝束阶数不同时,各个阶数粘性阻力系数值相差小于1%,惯性阻力系数值相差小于2%,可认为阻力系数计算与钢丝束阶数近似无关.
Study of Cross-Sectional Air Flow Characteristics of Main Cables of Suspension Bridge Based on a Fixed-Grid Porous Model
This study analyzes the cross-sectional air flow characteristics of tightened steel wire bundles during the dehumidification process of main cables of suspension bridge.A fixed-grid model was established based on the Lingdingyang Bridge,which is an accurate porous model that considers the compactness of steel wire bundles and suits the suspension bridge well.The influences of multiple factors on the air flow characteristics were analyzed,including the compactness of steel wire bundles,air flow direction,resistance coefficient calculation method and layers of steel wire bundles.As per the analysis,when the air was injected from different directions,the accurate porous model revealed the unevenness of the cross-sectional flow velocities inside the main cables and the inhomogeneity of the flow resistance.At a designated air flow velocity,the air flew faster at the clearance than inside the steel bundles when the air was flowing vertically.The air flow velocities at the horizontal clearance increased when the air was flowing horizontally,and there existed a 11.29%pressure difference between the injection and exhaust points.The comparison of the resistance coefficient model calculated by the Ergun equation and the fitted model demonstrates that the pressure difference between the injection and exhaust points gradually increases as the air flow velocity decreases.When the air was injected at a speed of 0.031 25 m/s,the pressure differences between the injection and exhaust points reached 89.5%(horizontal direction)and 95.6%(vertical direction).The differences in viscous resistance coefficients and in the inertial resistance coefficient under different steel wire bundle layers were less than 1%and 2%,respectively,indicating that the resistance coefficient is approximately independent of the number of layers.

suspension bridgemain cabledehumidificationporous modelair flow directionresistance coefficientflow characteristicsnumerical calculation

郑章靖、何琛、尹航、宋神友、徐阳

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中国矿业大学低碳能源与动力工程学院,江苏徐州 221116

深中通道管理中心,广东 中山 528400

悬索桥 主缆 除湿 多孔模型 通气方向 阻力系数 流动特性 数值计算

国家自然科学基金项目

52176215

2024

桥梁建设
中铁大桥局集团有限公司

桥梁建设

CSTPCD北大核心
影响因子:1.428
ISSN:1003-4722
年,卷(期):2024.54(3)
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