首页|基于数值波浪水槽的滨海桥梁极端波浪力参数分析

基于数值波浪水槽的滨海桥梁极端波浪力参数分析

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为探究波浪冲击桥梁上部结构时,波浪的演变状态对桥梁受力的影响以及不同波浪参数下桥梁上部结构的受力演变规律,开展了基于数值波浪水槽的滨海桥梁极端波浪力计算与参数分析研究,并以一座典型滨海桥梁为工程案例,利用流体数值计算分析方法对桥梁上部结构所受波浪力进行分析,且依据工程桥位处气象水文资料探讨不同波浪高度与淹没系数下桥梁上部结构所受波浪力的演变规律.研究结果表明:基于二维数值波浪水槽的桥梁波浪力计算方法能准确计算结构竖向和横向的波浪力,且结合波浪力时程结果可很好地反映出桥梁上部结构波浪力演变规律.该研究结果可为滨海桥梁结构的可靠性设计工程防灾减灾提供指导和依据.
Parameters Analysis of Extreme Wave Force for the Coastal Bridges Based on Numerical Wave Flume
In order to explore the influence of wave evolution state on bridge stress and the stress evolution law of bridge superstructure under different wave parameters when waves impact the superstructure of bridges,a study on extreme wave force calculation and parameter analysis of coastal bridges based on numerical wave flume was carried out.Taking a typical coastal bridge as an engineering case,the fluid numerical calculation and analysis method was used to analyze the wave force on the superstructure of the bridge.According to the meteorological and hydrological data of the engineering bridge location,the evolution law of the wave force on the bridge superstructure under different wave heights and submergence coefficients was discussed.The research results show that the bridge wave force calculation method based on the two-dimensional numerical wave flume can accurately calculate the vertical and transverse wave forces of the structure,and the wave force evolution law of the bridge superstructure can be well reflected by the time history results of the wave force.This study can provide guidance and basis for the reliability design of coastal bridge structures.

wave forcesuperstructurenumerical simulationwave tankforce analysis

孙洪水

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河北交通投资集团有限公司,石家庄 050000

波浪力 上部结构 数值模拟 波浪水槽 受力分析

2024

公路交通技术
重庆交通科研设计院

公路交通技术

影响因子:0.552
ISSN:1009-6477
年,卷(期):2024.40(2)
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