山西建筑2025,Vol.51Issue(1) :154-157.DOI:10.13719/j.cnki.1009-6825.2025.01.033

空间异形钢结构拱桥拱脚局部应力分析

Local stress analysis of arch foot of space special-shaped steel arch bridge

邹颖
山西建筑2025,Vol.51Issue(1) :154-157.DOI:10.13719/j.cnki.1009-6825.2025.01.033

空间异形钢结构拱桥拱脚局部应力分析

Local stress analysis of arch foot of space special-shaped steel arch bridge

邹颖1
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作者信息

  • 1. 深圳市市政设计研究院有限公司,广东 深圳 518029
  • 折叠

摘要

空间异形钢结构拱桥设计计算比较复杂,以锦言大桥为例,对空间异形钢结构拱桥拱脚钢混结合段进行有限元建模分析,采用板单元模拟钢结构,采用实体单元模拟混凝土结构,采用线单元模拟预应力钢束.根据桥梁总体结构模型最不利作用组合计算结果获取钢拱肋在拱脚位置结构受力,通过对拱脚相关构件进行分析计算,提出拱脚的设计思路及施工注意事项,为相关桥梁提供一些参考价值.

Abstract

The design and calculation of space shaped steel structure arch bridge is complicated.Taking Jinyan Bridge as an example,finite element modeling analysis is carried out on the steel-concrete joint section of arch foot of space shaped steel structure arch bridge.Plate element is used to simulate steel structure,solid element is used to simulate concrete structure,and line element is used to simulate prestressed steel bundle.According to the calculation results of the most unfavorable combination of effects of the overall structure model of the bridge,the structural force of the steel arch rib at the arch foot position is obtained.Through the analysis and calculation of the relevant components of the arch foot,the de-sign idea and construction precautions are proposed,which provides some reference value for the relevant bridge.

关键词

空间异形钢结构拱桥/拱脚/有限元分析/预应力钢束

Key words

space special-shaped steel structure arch bridge/the arch foot/finite element analysis/prestressed steel bundle

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出版年

2025
山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
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