铁道科学与工程学报2018，Vol.15Issue(3)：589-596,8.
超重载轨道过渡段力学性能分析
The research on characteristics of transition section in overloaded railway
摘要
Abstract
With the increase of the axle load of heavy railway, more stringent requirements are required for the rail foundation in the transition section. This paper was based on the subprojects of Hunan Zhexi Hydropower Station dam slide track reconstruction project, and the study on overload (axle load of 45 tons) track transition stress condition was conducted. On the basis of theoretical analysis, numerical simulation was used to analyze. In the new design of composite structure of rubber-bridge steel plate, the thickness of rubber 30mm, its elastic modulus 20 MPa is appropriate. The treatment measures proposed in this paper have certain practical value, and can be directly applied to the transition section of actual heavy haul railway engineering to alleviate the impact between wheel and rail.关键词
重载铁路/超重载/过渡段/橡胶/组合结构Key words
heavy haul railway/super overloading/transition section/rubber/composite structure分类
建筑与水利引用本文复制引用
王新明..超重载轨道过渡段力学性能分析[J].铁道科学与工程学报,2018,15(3):589-596,8.基金项目
湖南省电力公司研究基金资助项目(HNDL-FW-2012-06) （HNDL-FW-2012-06）
