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| 大跨钢管混凝土拱桥实测与理论温差变形分析 | |
| 引用本文： | 郑志明,周建庭,梁雄,刘庆阳,徐斌,代阳,胡志全.大跨钢管混凝土拱桥实测与理论温差变形分析[J].重庆交通大学学报(自然科学版),2008,27(Z1). |
| 作者姓名： | 郑志明 周建庭 梁雄 刘庆阳 徐斌 代阳 胡志全 |
| 作者单位： | 1. 重庆市公路局,重庆,401147 2. 重庆交通大学,重庆,400074 3. 佛山市公路勘察规划设计有限公司,广东,佛山,528000 4. 重庆高发司中渝营运分公司,重庆,400067 5. 丰都县公路局,重庆,400827 |
| 基金项目： | 交通部西部交通建设科技项目 |
| 摘 要： | 介绍了合阳嘉陵江大桥钢管混凝土拱桥变形观测方法,分析了该桥实测变形及理论温差计算变形之间差异及造成差异的原因,并指出运营多年大跨径钢管混凝土拱桥变形复杂的空间状态,其变形状态往往是不可准确预测。 |
| 关 键 词： | 钢管混凝土 拱桥 变形 温度 有限元 |
Analysis on Measured Deformation and Theoretic Deformation of Large Span CFST Arch Bridge Caused by Temperature |
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| ZHENG Zhi-Ming,ZHOU Jian-ting,LIANG Xiong,LIU Qing-Yang,XU Bin,DAI Yang,HU Zhi-quan.Analysis on Measured Deformation and Theoretic Deformation of Large Span CFST Arch Bridge Caused by Temperature[J].Journal of Chongqing Jiaotong University,2008,27(Z1). | |
| Authors: | ZHENG Zhi-Ming ZHOU Jian-ting LIANG Xiong LIU Qing-Yang XU Bin DAI Yang HU Zhi-quan |
| Institution: | ZHENG Zhi-Ming1,ZHOU Jian-ting2,LIANG Xiong3,LIU Qing-Yang4,XU Bin5,DAI Yang5,HU Zhi-quan5(1.Chongqing Highway Bureau,Chongqing 401147,China,2.Chongqing Jiaotong University,Chongqing 400074,3.Institute of Foshan Highway Survey & Design Co.Ltd,Guangdong Foshan 528000,4.Zhongyu Operation Branch,Chongqing Expressway Development Co.Ltd,Chongqing 400067,5.Fengdu Highway Bureau,Chongqing 400827,China) |
| Abstract: | The method of observing the deformation of Heyang Jialing River concrete-filled steel tube arch bridge is introduced.The differences between theoretical and measured deformation of the bridge and the causes of differences are analyzed.Furthermore,it is pointed that the deformation of long-span concrete-filled steel tube arch bridge operating many years has complex space state;and the state of deformation often can't be accurately forecasted. |
| Keywords: | CFST(Concrete-Filled Steel Tube) arch bridge deformation temperature finite element |
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