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跨南水北调总干渠桁架式系杆拱桥荷载试验分析
引用本文:胡国领[] 陈艳阳[] 曹竞[] 胡振伟[]. 跨南水北调总干渠桁架式系杆拱桥荷载试验分析[J]. 南水北调与水利科技(中英文), 2014, 12(5): 58-62
作者姓名:胡国领[] 陈艳阳[] 曹竞[] 胡振伟[]
作者单位:1. 河南省南水北调中线工程建设管理局,郑州,450008
2. 河南省交通规划勘察设计院有限责任公司,郑州,450052
摘    要:以南水北调总干渠上85m跨径的某钢管混凝土系杆拱桥为例,采用有限元软件Midas Civil建立该桥的空间有限元模型,根据移动荷载分析及动力特性计算结果,制定桥梁的荷载试验方案。通过全桥荷载试验与理论分析,对比检验了桥梁结构的设计与施工质量,评估了桥梁结构的承载能力,文中的荷载试验方法可为跨南水北调总干渠同类型桥梁评定提供借鉴参考。

关 键 词:钢管混凝土系杆拱桥  荷载试验  有限元  动力特性  承载能力

Load Test Analysis of Tied Truss Arch Bridge over Main Canal of South-to-North Water Diversion Project
HU guo-ling,CHEN yan-yang,CAO jing,HU zhen-wei. Load Test Analysis of Tied Truss Arch Bridge over Main Canal of South-to-North Water Diversion Project[J]. South-to-North Water Transfers and Water Science & Technology, 2014, 12(5): 58-62
Authors:HU guo-ling  CHEN yan-yang  CAO jing  HU zhen-wei
Abstract:The finite element software Midas Civil was used to develop a three-dimensional model of a practical CFST tied arch bridge with a main span of 85 m over the main canal of the South-to-North Water Diversion Project. Based on the results of moving load analysis and dynamic characteristic property calculation, the load test plan of the bridge was proposed. According to the load test and theoretic analysis of the whole bridge, the design and construction quality of the bridge were tested, and the load bearing capacity of the bridge structure was evaluated. The load test method presented in this paper can provide the basis for the evaluation of the same type of bridges over the main canal of the South-to-North Water Diversion Project.
Keywords:t ied CFST arch bridge  load test  f inite element  dynamic propert y  load bearing capacity
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