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简单链形悬挂接触网整体吊弦瞬态动力学性能研究
引用本文:胡艳,黄盼盼,马然,陈光雄.简单链形悬挂接触网整体吊弦瞬态动力学性能研究[J].振动与冲击,2021(8):131-136.
作者姓名:胡艳  黄盼盼  马然  陈光雄
作者单位:江苏师范大学机电工程学院;西南交通大学机械工程学院
基金项目:国家自然科学基金(51605209);江苏省高校自然科学研究面上项目(18KJB460012);江苏师范大学人才引进博士基金项目(16XLR017)。
摘    要:以我国京津线高速铁路接触网整体吊弦为研究对象,建立弓网系统耦合模型。建模时将吊弦等效为仅可承受拉力的非线性弹簧,并利用罚函数法实现弓网系统的耦合。对建立的弓网耦合模型进行验证后,研究了弓网相互作用下整体吊弦的瞬态动力学响应。研究结果表明:弓网相对滑动速度为300 km/h及350 km/h时,同一跨内不同吊弦的动态接触力振动主频相同,均为7.8 Hz;弓网相对滑动速度300 km/h下,受电弓滑过后不同吊弦上下节点横向振动振幅很小,均小于3 mm;同一吊弦上下节点垂向振动相位基本一致,且不同吊弦上下节点垂向振动的主频均为1.42 Hz;弓网相对滑动速度250~350 km/h内,同一跨内3#吊弦的松弛时间最长。

关 键 词:高速铁路  整体吊弦  接触网  主频

A study on the transient dynamic performance of integral dropper of simple chain suspension catenary
HU Yan,HUANG Panpan,MA Ran,CHEN Guangxiong.A study on the transient dynamic performance of integral dropper of simple chain suspension catenary[J].Journal of Vibration and Shock,2021(8):131-136.
Authors:HU Yan  HUANG Panpan  MA Ran  CHEN Guangxiong
Affiliation:(School of Mechatronic Engineering,Jiangsu Normal University,Xuzhou 221116,China;School of Mechanical Engineering,Southwest Jiaotong University,Chengdu 610031,China)
Abstract:The integral dropper of a catenary system of Beijing—Tianjin high-speed railway was taken as the research object,and a coupling model of the pantograph-catenary system was established using a finite element method.The integral dropper was equivalent to a nonlinear spring which can only bear tension,and the coupling of the pantograph-catenary system was realized by a penalty function method.After verified the simulation model,the transient dynamic performance of integral dropper was studied.Results show that:while the relative speed between pantograph and catenary is 300 km/h or 350 km/h,the dominant frequency of dynamic force of different integral dropper in the same span is the same,and the dominant frequency is 7.8 Hz;While the relative speed is 300 km/h,the transverse vibration amplitude of different dropper′s upper and lower node is very small,which is less than 3 mm.Both the upper node and the lower node in a same dropper have the same vertical vibration phase,and the vibration dominant frequency of different dropper′s upper node or lower node is 1.42 Hz;while the relative speed range from 250-350 km/h,3#dropper has a longest relaxation time compared with other droppers in a same spin.
Keywords:high speed railway  integral dropper  catenary  dominant frequency
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