首页|基于车桥耦合的钢-混凝土组合连续梁桥局部疲劳分析

基于车桥耦合的钢-混凝土组合连续梁桥局部疲劳分析

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钢-混凝土组合梁桥在满足使用性能的同时也会发生疲劳损伤,在桥梁设计和使用阶段应保证桥梁不发生疲劳破坏.为研究不同因素对桥梁疲劳损伤的影响,选取一座双工字钢-混凝土组合连续梁桥,采用车桥耦合分析程序对不同的车速、车重、桥面不平整度、桥面板厚度和主梁腹板高度下主梁的疲劳损伤进行分析.首先计算不同影响因素下桥梁的动应力,分析应力幅和等效应力幅个数的变化规律;然后分析应力幅冲击系数随各影响因素的变化规律;最后分析不同影响因素下主梁疲劳细节位置的疲劳损伤.研究结果表明:车重、桥面不平整度和主梁腹板高度对应力幅的影响较大,桥面不平整度对等效应力幅个数和应力幅冲击系数的影响较大;桥面不平整度通过改变应力幅冲击系数以影响应力幅,当桥面不平整度为C级及以下时,应力幅冲击系数偏离规范值;车重、桥面不平整度、主梁腹板高度对主梁疲劳损伤的影响较大,在超载和刚度储备不足的情况下主梁会发生疲劳破坏,应通过限载、及时维修桥面和提高主梁刚度的方法减小主梁的疲劳损伤.
Local Fatigue Analysis of Steel-Concrete Composite Continuous Beam Bridge Based on Vehicle-Bridge Coupling
The steel-concrete composite girder bridge will also have fatigue damage while satisfying its performance.In the design and use stage of the bridge,the bridge should be ensured to have no fatigue damages.In order to study the influence of different factors to the fatigue damage of the bridge,a double I steel-concrete composite continuous girder bridge is selected.The fatigue damage of the main girder corresponding to different vehicle speed,vehicle weight,road roughness,bridge deck thickness and web height of main girder is analyzed by vehicle-bridge coupling analysis program.Firstly,the dynamic stresses of the bridge corresponding to different influencing factors are calculated,and the variation of the stress amplitude and number of equivalent stress amplitude is analyzed.Then the variation of impact coefficient of stress amplitude with various influencing factors is analyzed.Finally,the fatigue damage of the detail position of main beam corresponding to different influencing factors is analyzed.The results show that the vehicle weight,road roughness and web height of main girder have a great influence to the stress level.Road roughness has a great influence to the number of equivalent stress amplitude and impact coefficient of stress amplitude.Road roughness affects stress amplitude by changing the impact coefficient of stress amplitude.When the road roughness is C and below,the impact coefficient of stress amplitude deviates from the standard value.The vehicle weight,road roughness and the web height of main girder have a great influence to the fatigue damage of the main girder.The main beam will have fatigue damages under overload and insufficient stiffness reserve.The fatigue damage of the main girder can be reduced by limiting load,repairing bridge deck in time and improving the stiffness of the main girder.

composite structurevehicle-bridge couplingdynamic stressimpact coefficient of stress amplitudefatigue damage

李喜梅、章建成、母渤海

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兰州理工大学 西部土木工程防灾减灾教育部工程研究中心,兰州 730050

兰州理工大学 防震减灾研究所,兰州 730050

中国市政工程西北设计研究院有限公司,兰州 730000

组合结构 车桥耦合 动应力 应力幅冲击系数 疲劳损伤

国家自然科学基金

52268028

2024

建筑钢结构进展
同济大学

建筑钢结构进展

CSTPCD北大核心
影响因子:0.806
ISSN:1671-9379
年,卷(期):2024.26(1)
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