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钢混组合梁桥荷载横向分布系数研究

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钢混组合梁桥在桥梁建设中应用日益广泛,而国内组合梁桥规范尚未对其荷载横向分布系数计算方法作出规定.为研究钢混组合梁桥荷载横向分布系数的计算方法和影响因素,项目以钢混组合梁桥为对象,采用软件Midas/Civil建立钢混组合梁桥空间杆系模型,计算荷载横向分布系数,并与传统理论计算结果进行比较,验证有限元法计算横向分布系数的可行性,得到适用于工程实际的空间杆系有限元建模方法;在此基础上,对模型进行参数化分析,确定桥面板厚度和横梁数量对钢混组合梁桥荷载横向分布的影响;研究成果可用于完善组合梁桥规范,为实际工程中组合梁桥的结构设计提供参考.
Research on Load Transverse Distribution Coefficient of Steel-concrete Composite Girder Bridge
Steel-concrete composite girder bridges are widely used in bridge construction,but the calculation method of load transverse distribution coefficient has not been stipulated in the domestic composite girder bridge code.In order to study the calculation method and influencing factors of the load transverse distribution coefficient of the steel-concrete composite girder bridge,the project takes the steel-concrete composite girder bridge as the object,and uses the software Midas/Civil to establish the spatial bar model of the steel-concrete composite girder bridge to calculate the load transverse dis-tribution coefficient.Compared with the traditional theoretical calculation results,the feasibility of the finite element method to calculate the transverse distribution coefficient is verified,and the finite ele-ment modeling method of the spatial bar system suitable for the engineering practice is obtained.On this basis,the parametric analysis of the model is carried out to determine the influence of the thickness of the bridge deck and the number of beams on the lateral load distribution of the steel-concrete composite girder bridge.The research results can be used to improve the specification of composite girder bridge and provide reference for the structural design of composite girder bridge in practical engineering.

steel-concrete composite girder bridgetransverse distribution of loadsfinite ele-ment analysisspace rod system model

黄珍珍、缪宏杰、黄志波、陈长俊

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福建农林大学金山学院工程技术系,福建 福州 350002

钢混组合梁桥 荷载横向分布 有限元分析 空间杆系模型

2024

佳木斯大学学报(自然科学版)
佳木斯大学

佳木斯大学学报(自然科学版)

影响因子:0.159
ISSN:1008-1402
年,卷(期):2024.42(11)