|
|
Research on the Fatigue Performance of Longitudinally Connected Floating Slab Track before and after Fatigue |
LI Qiuyi1, LI Peicheng2, WANG Weidong2, ZHU Bin1, YANG Shangfu1, ZENG Zhiping2 |
1. China Railway Siyuan Survey and Design Group Co. Ltd, Wuhan, Hubei 430063, China; 2. Central South University, Changsha, Hunan 410075, China |
|
|
Abstract Research purposes:Compared with urban rail transit, suburban railway trains run faster and have greater axle load. Up to now, there is no precedent for domestic suburban railway to use steel spring floating slab track at a speed of 160 km/h, and no systematic research has been carried out on its adaptability under the operating conditions of suburban railway. In order to design and develop steel spring floating slab track suitable for suburban railway, fatigue tests of full-scale models are carried out, the changes of mechanical properties before and after fatigue are analyzed, and then the changing rules of static stiffness, stress and strain of longitudinally connected steel spring floating slab track are obtained. Research conclusions:(1) The vertical displacement of the floating slab track decreases after fatigue test, the average displacement decreases by 2.90% after 2 million times of fatigue and 4.78% after 5 million times of fatigue. (2) The static stiffness of the floating slab track increases nonlinearly after fatigue. The static stiffness of floating slab track was 185.02 kN/mm, 189.11 kN/mm and 192.49 kN/mm respectively before fatigue, after 2 million times of fatigue and 5 million times of fatigue. (3) The strain at the strain measuring point on the center line of the floating slab surface increases after fatigue test, and the maximum strain increases 19.21% and 17.70% after 2 million and 5 million fatigue tests, respectively, compared with that before fatigue. (4) The strain at the strain measuring point on the edge of the floating slab surface decreases after the fatigue test, and the maximum strain after 2 million and 5 million fatigue tests decreases by 2.16% and 3.11%, respectively, compared with that before fatigue. (5) After 5 million times of fatigue, the bonding interface between concrete and precast concrete is in a safe state. (6) The research result has a certain reference value for the design and development of the longitudinally connected steel spring floating slab structure suitable for suburban railways.
|
Received: 20 December 2022
|
|
|
|
|
[1] |
翟婉明, 赵春发. 现代轨道交通工程科技前沿与挑战 [J]. 西南交通大学学报, 2016(2):209-226.Zhai Wanming, Zhao Chunfa. Frontiers and Challenges of Sciences and Technologies in Modern Railway Engineering[J]. Journal of Southwest Jiaotong University, 2016(2):209-226.
|
[2] |
田德仓, 赵春长, 宋卓西, 等. 市域铁路钢弹簧浮置板轨道刚度的合理选取[J]. 铁道标准设计, 2022(4):10-15.Tian Decang, Zhao Chunchang, Song Zhuoxi, etc. Reasonable Selection of Rail Stiffness of Steel Spring Floating Slab in Suburban Railway[J]. Railway Standard Design, 2022(4):10-15.
|
[3] |
何庆烈, 朱胜阳, 蔡成标, 等. 地铁浮置板用钢弹簧隔振器力学特性试验研究[J]. 铁道科学与工程学报,2016(8):1492-1498.He Qinglie, Zhu Shengyang, Cai Chengbiao, etc. Experimental Study on Mechanical Characteristics of the Subway-using Steel Spring Vibration Isolator[J]. Journal of Railway Science and Engineering, 2016(8):1492-1498.
|
[4] |
郭无极, 曾志平, 王卫东, 等. 12号道岔区敷设钢弹簧浮置板的安全性研究[J]. 铁道科学与工程学报, 2022(11):3208-3216.Guo Wuji, Zeng Zhiping, Wang Weidong, etc. Safety Study of Steel Spring Floating Plates Applied to No.12 Turnout[J]. Journal of Railway Science and Engineering, 2022(11):3208-3216.
|
[5] |
李奇,李兴,吴迪,等. 高性能湿接装配式长型浮置板静动力性能研究[J]. 铁道工程学报,2021(1):32-36.Li Qi, Li Xing, Wu Di, etc. Static and Dynamic Characteristic of Assembled Long Floating Slab with High Performance Concrete Wet Joint[J]. Journal of Railway Engineering Society, 2021(1):32-36.
|
[6] |
张肖,蔡小培,王启好,等.时速160 km轨道交通线路钢弹簧浮置板轨道动力学特性研究[J].铁道勘察, 2021(4):1-6.Zhang Xiao, Cai Xiaopei, Wang Qihao, etc. Research of Dynamic Characteristics of Steel Spring Floating Slab Track for 160 km/h Rail Transit Line[J]. Railway Investigation and Surveying, 2021(4):1-6.
|
[7] |
He W, Zou C, Pang Y, etc. Environmental Noise and Vibration Characteristics of Rubber-Spring Floating Slab Track[J]. Environmental Science and Pollution Research, 2020(11):1-19.
|
[8] |
Luo J, Zhu S, Zhai W. Development of a Track Dynamics Model Using Mindlin Plate Theory and Its Application to Coupled Vehicle-floating Slab Track Systems [J]. Mechanical Systems and Signal Processing, 2020(6):106641.1-22.
|
[9] |
李秋义, 高自远, 杨荣山, 等. 160 km/h市域铁路装配式浮置板轨道研究[J].铁道科学与工程学报,2022(10):2893-2902.Li Qiuyi, Gao Ziyuan, Yang Rongshan, etc. Study on Assembled Floating Slab Track of 160 km/h Municipal Railway[J]. Journal of Railway Science and Engineering, 2022(10):2893-2902.
|
[10] |
吴斌, 李世业, 曾志平, 等. 重载列车下弹性支承块式无砟轨道静载试验[J]. 铁道工程学报, 2018(11):27-31. Wu Bin, Li Shiye, Zeng Zhiping, etc. Static Load Test of Low Vibration Track under Heavy Haul Train[J]. Journal of Railway Engineering Society, 2018(11):27-31.
|
|
|
|