一种低地板铰接动车组转向架及构架的结构设计与强度分析
|
摘要
介绍了一种低地板铰接动车组转向架及其构架的结构。该转向架采用模块化设计理念,实现了铰接动力转向架和铰接非动力转向架最大化的可互换性。使用ANSYS软件对构架强度进行计算分析。仿真计算结果表明,构架强度满足强度要求。
A low-floor articulated EMU bogie and the frame structure are introduced. This bogie adopts the modular design idea to realize maximum interchangeability between articulated power bogie and articulated non-power bogie. Then, ANSYS software is used to calculate and analyze the frame strength, the calculation results show that the bogie frame could meet the strength requirements.
A low-floor articulated EMU bogie and the frame structure are introduced. This bogie adopts the modular design idea to realize maximum interchangeability between articulated power bogie and articulated non-power bogie. Then, ANSYS software is used to calculate and analyze the frame strength, the calculation results show that the bogie frame could meet the strength requirements.
引文
[1] 王福天,杨国桢.铰接式高速客车转向架的设计与研究[J].铁道学报,1997,19(增刊):1.
[2] 邓睿康,黄运华,冯帅,等.铰接式转向架的特点及其发展[J].现代城市轨道交通,2013(6):21.
[3] RYOHEI S.日本铰接式转向架的开发[J].国外铁道车辆,2015,43(3):25.
[4] European Committee for Standardization .Hot rolled products of structural steels-Part2:Technical delivery conditions for non-alloy structural steels:EN 10025-2—2004[S]. Brussels: Management Centre,2004:5.
[5] European Committee for Standardization .Hot rolled products of structural steels-Part5:Technical delivery conditions for structural steels with improved atmospheric corrosion resistance:EN 10025-5—2004[S]. Brussels: Management Centre,2004:5.
[6] European Committee for Standardization. Hot finished structural hollow sections of non-alloy and fine grain steels-Part1:Technical delivery conditions:EN 10210-1[S].Brussels: Management Centre, 2006:4.
[7] German association for welding and allied processes e.v. Design and endurance strength evaluation for welded steel joints in railway vehicle construction:DVS 1612—2009[S]. Dusseldorf: German association for welding and allied processes e.v.,2009:1.
[8] International Union of Railways. Power vehicle-Bogie and running gear-Strength test of bogie frame:UIC 615-4-2003[S]. Paris: FrameMaker,2003.
[9] European Committee for Standardization. Railway application-Wheelset and bogie-Method of specifying structural requirements of bogie frames:EN 13749—2011[S]. Brussels: Management Centre,2011:5.
[2] 邓睿康,黄运华,冯帅,等.铰接式转向架的特点及其发展[J].现代城市轨道交通,2013(6):21.
[3] RYOHEI S.日本铰接式转向架的开发[J].国外铁道车辆,2015,43(3):25.
[4] European Committee for Standardization .Hot rolled products of structural steels-Part2:Technical delivery conditions for non-alloy structural steels:EN 10025-2—2004[S]. Brussels: Management Centre,2004:5.
[5] European Committee for Standardization .Hot rolled products of structural steels-Part5:Technical delivery conditions for structural steels with improved atmospheric corrosion resistance:EN 10025-5—2004[S]. Brussels: Management Centre,2004:5.
[6] European Committee for Standardization. Hot finished structural hollow sections of non-alloy and fine grain steels-Part1:Technical delivery conditions:EN 10210-1[S].Brussels: Management Centre, 2006:4.
[7] German association for welding and allied processes e.v. Design and endurance strength evaluation for welded steel joints in railway vehicle construction:DVS 1612—2009[S]. Dusseldorf: German association for welding and allied processes e.v.,2009:1.
[8] International Union of Railways. Power vehicle-Bogie and running gear-Strength test of bogie frame:UIC 615-4-2003[S]. Paris: FrameMaker,2003.
[9] European Committee for Standardization. Railway application-Wheelset and bogie-Method of specifying structural requirements of bogie frames:EN 13749—2011[S]. Brussels: Management Centre,2011:5.