| 钢管混凝土拱桥施工全过程稳定性分析 |
| |
| 引用本文： | 王晓斌.钢管混凝土拱桥施工全过程稳定性分析[J].石家庄铁道学院学报,2012(2):28-31. |
| |
| 作者姓名： | 王晓斌 |
| |
| 作者单位： | 神华包神铁路有限责任公司,内蒙古鄂尔多斯017000 |
| |
| 摘 要： | 大跨度钢管混凝土拱桥常采用缆索吊装斜拉扣挂法施工。应用有限元软件,针对某中承式钢管混凝土拱桥建立了从拱肋吊装至成桥的全过程计算模型,并对该有限元模型进行了稳定性分析,得出各工况下结构的稳定安全系数,最后讨论了设置横向风缆对拱肋稳定性的影响。结果表明,该桥施工各阶段稳定性均满足规范要求。
|
| 关 键 词： | 钢管混凝土 拱桥 稳定分析 有限元模型 |
Stability Analysis of Construction Process of Concrete-filled Steel Tube Arch Bridge |
| |
| Wang Xiaobin.Stability Analysis of Construction Process of Concrete-filled Steel Tube Arch Bridge[J].Journal of Shijiazhuang Railway Institute,2012(2):28-31. |
| |
| Authors: | Wang Xiaobin |
| |
| Institution: | Wang Xiaobing(Shenhua Baoshen Railway Company Ltd.,Erdos 017000,China) |
| |
| Abstract: | Lang span concrete-filled steel tube（CFST） arch bridge is constructed usually by lane cable.In this paper,a three-dimensional finite element model is built for the 220 m half-through CFST arch bridge.Its stability factor and the instability mode are given under the specific construction stage.Finally,the effect of guy-cable on the stability of arch ribs is studied.The analysis results show that the stability can meet the requirements of related codes during different construction stages. |
| |
| Keywords: | concrete filled steel tube arch bridge stability analysis finite element model |
| 本文献已被 维普 等数据库收录！ |
