Effect of Temperature Gradient Load on Interlayer Damage of CRTS Ⅱ Slab Track
GAO Jianmin1, JIN Zhongkai2, LAI Sicheng1
1. State Key Laboratory of Traction Power, Southwest Jiaotong University, Chengdu, Sichuan 610031, China; 2. The 5719 Factory of the PLA, Chengdu, Sichuan 611936, China
Abstract:Research purposes:To investigate the influence of temperature gradient loads on the connection between mortar layer and track slab, a finite element model including a cohesion model between layers of CRTS Ⅱ slab ballastless track was established. The influence of positive and negative temperature gradient loads on the initiation and development of mortar layer gap and the effect of them on track deformations were analyzed. The difference between the two kinds of temperature gradient loads on interlayer damage was compared. Research conclusions:(1) The damage area and deformations of CRTS Ⅱ slab ballastless track increase with the increase of temperature gradient loads. The interlaminar damage caused by negative temperature gradient loads are more serious than that caused by positive ones. (2) When the temperature gradient load is in the range of -10 ~20 ℃/m, it has little effect on the interlaminar damage. (3) Under the same temperature gradient loads, the deformation of track slab is greater than that of mortar layer. Under the positive temperature gradient load, the track structure deformation along the slab edge is greater than that along the slab middle. However, under the negative temperature gradient load, the difference is not significant. (4) The research results can provide theoretical reference for the long-term service performance analysis and maintenance of CRTS Ⅱ slab track of high-speed railways.
高建敏, 金忠凯, 赖思成. 温度梯度荷载对CRTSⅡ型板式轨道层间损伤影响[J]. 铁道工程学报, 2022, 39(1): 25-32.
GAO Jianmin, JIN Zhongkai, LAI Sicheng. Effect of Temperature Gradient Load on Interlayer Damage of CRTS Ⅱ Slab Track. Journal of Railway Engineering Society, 2022, 39(1): 25-32.
朱胜阳. 高速铁路无砟轨道结构伤损行为及其对动态性能的影响[D]. 成都: 西南交通大学,2015.Zhu Shengyang. Damage Behavior of High-Speed Railway Ballastless Track and Its Effect on Structure Dynamic Performance[D]. Chengdu: Southwest Jiaotong University, 2015.
[2]
赵国堂,高亮,赵磊,等. CRTSⅡ型板式无砟轨道板下离缝动力影响分析及运营评估[J]. 铁道学报,2017(1):1-10.Zhao Guotang, Gao Liang, Zhao Lei, etc. Analysis of Dynamic Effect of Gap under CRTSⅡ Track Slab and Operation Evaluation[J]. Journal of the China Railway Society, 2017(1):1-10.
[3]
刘学毅,苏成光,刘丹,等. 轨道板与砂浆粘结试验及内聚力模型参数研究[J]. 铁道工程学报,2017(3):22-28.Liu Xueyi, Su Chengguang, Liu Dan, etc. Research on the Bond Properties Between Slab and CA Mortar and the Parameters Study of Cohesive Model[J]. Journal of Railway Engineering Society, 2017(3):22-28.
[4]
李培刚. CRTSⅡ型板式无砟轨道层间损伤及其影响研究[D]. 成都: 西南交通大学,2015.Li Peigang. Analysis of the Interface Damage of CRTSⅡ Slab Track and Its Influences[D]. Chengdu: Southwest Jiaotong University, 2015.
田冬梅,邓德华,彭建伟,等. 温度对水泥乳化沥青砂浆层与混凝土层间界面黏结影响[J]. 铁道学报,2013(11):79-85.Tian Dongmei, Deng Dehua, Peng Jianwei, etc. Influence of Temperature on Interfacial Bonding between Cement Emulsified Asphalt Mortar Layer and Concrete Layer[J]. Journal of the China Railway Society, 2013(11):79-85.