铁道标准设计Issue(2)：62-65,66,5.DOI:10.13238/j.issn.1004-2954.2016.02.013
铁路钢混凝土组合桁架外接式节点力学特性研究
Research on Mechanical Characteristics of Steel-Concrete Composite Truss Joints Railway Bridge
摘要
Abstract
With reference to the 1-80 m Xi'an-to-Pingliang Railway composite truss engineering project and based on the external-nonlinear analysis of steel-concrete composite nodes, load tests are conducted on specimens of the node according to the analysis result. Using the method of mutual authentication of theoretical calculation and experiment, in-depth studies are carried out on external nodes bearing capacity, failure mode and other mechanical properties. Analysis results show that such type of steel-concrete composite joints are qualified to meet the requirements of the project; theoretical calculation results agree well with the experimental findings, theoretical calculations can be used to guide the design, and calculation results meet the strict requirements of the project.关键词
铁路桥梁/钢-混凝土组合桁架/节点/非线性分析/力学特性Key words
Railway bridge/Composite truss bridge/Node/Non-linear analysis/Mechanical character-istic分类
交通工程引用本文复制引用
蔡正,周友权..铁路钢混凝土组合桁架外接式节点力学特性研究[J].铁道标准设计,2016,(2):62-65,66,5.基金项目
铁道部科技研究开发计划课题(2008G007-C) （2008G007-C）
