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某新型索塔结构的力学性能模型试验与理论分析
引用本文:曾婧,王伟,叶锡钧. 某新型索塔结构的力学性能模型试验与理论分析[J]. 科学技术与工程, 2012, 12(22): 5676-5679
作者姓名:曾婧  王伟  叶锡钧
作者单位:湖南交通职业技术学院路桥工程学院,长沙市天心城市建设投资有限责任公司,华南理工大学土木与交通学院
摘    要:桥梁模型试验是研究复杂桥跨结构或复杂构造细节的重要手段之一。主要介绍了某新型桥塔结构的模型试验及其施工工艺研究,并用大型有限元计算软件ANSYS重点对索塔模型的塔柱、横梁部分进行受力分析,并与桥塔模型试验结果对比。从理论与试验两方面都证明桥塔设计安全合理。

关 键 词:新型桥塔  模型试验  施工工艺  理论分析
收稿时间:2012-04-18
修稿时间:2012-04-27

Model test and theoretical analysis research on mechanical behavior of a novel bridge tower structure
Zeng Jing,Wang Wei and Ye Xijun. Model test and theoretical analysis research on mechanical behavior of a novel bridge tower structure[J]. Science Technology and Engineering, 2012, 12(22): 5676-5679
Authors:Zeng Jing  Wang Wei  Ye Xijun
Affiliation:3(Hunan Communication Polytech1,Changsha 410132,P.R.China; Changsha Tianxin City Construction Investment Limited Liability Company2,Changsha 410002,P.R.China; School of Civil Engineering and Transportation,South China University of Technology3,Guangzhou 510640,P.R.China)
Abstract:Model test is one of the most effective methods to understand the mechanical behavior for complicated bridge structures. In this paper, the model test and the construction technology are described, and analysis specialized in the tower column and the cross beam are done based on the finite element analysis software ANSYS, then compare with the result of the model test. It is proved by both the theory and the test that the design of the tower is safe and reasonable.
Keywords:novel bridge tower   model test   construction technology   theoretical analysis
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