离缝修复条件下无砟轨道板温度翘曲变形特征
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作者:
作者单位:

1.同济大学 道路与交通工程教育部重点实验室,上海 201804;2.同济大学 上海市轨道交通结构耐久与系统安全重点实验室,上海 201804;3.上海市隧道工程轨道交通设计研究院,上海 200235;4.中国铁路上海局集团有限公司,上海 200071

作者简介:

许玉德(1965—),男,教授,工学博士,主要研究方向为轨道管理及养修技术。 E-mail:xuyude2000@163.com

中图分类号:

U216

基金项目:

国家自然科学基金(51808033);中国铁路总公司科技研究开发计划(2017G003-B);上海领军人才“地方队”培养计划


Warping Features of Ballastless Track-Slab Under Debonding-Repaired Condition
Author:
Affiliation:

1.Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China;2.Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai 201804, China;3.Shanghai Tunnel Engineering and Rail Transit Design and Research Institute, Shanghai 200235, China;4.China Railway Shanghai Group Co., Ltd., Shanghai 200071, China

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    摘要:

    根据高速铁路无砟轨道离缝修复工艺,基于双线性内聚力模型理论,采用内聚力单元模拟层间粘结界面,建立考虑多界面粘结的CRTSⅡ型板式无砟轨道有限元模型。计算分析了无砟轨道板在温度梯度-50 ℃·m-1~+100 ℃·m-1、温升温降-30 ℃~+30 ℃作用下的翘曲变形,结果表明:离缝修复条件下,在计算范围内温度荷载作用时,轨道板翘曲变形模式和最值与正常状态一致,说明离缝修复使无砟轨道板温度翘曲变形得到恢复。

    Abstract:

    Based on the construction technology of the debonding repairment applied to the high speed railway ballastless track, the interlayer interfaces were simulated by adapting cohesive element based on the bilinear cohesive zone model, and a finite element model of II slab track of China railway track system (CRTS) was established with full consideration of multi-interface bonding properties. The warping features of the ballastless track-slab were calculated and analyzed at the temperature gradient loads from -50 ℃·m-1 to +100 ℃·m-1 and the temperature change loads from -30 ℃ to 30 ℃, respectively. The results show that within the range of the temperature loads in this paper, under the debonding-repaired condition, the warping modes and the warping extremes of the track-slab are consistent with the normal state, which indicates that the debonding repairment has restored the warping of the track-slab.

    表 1 离缝修复无砟轨道结构部件材料参数[15]Table 1
    图1 CRTSⅡ型板式无砟轨道离缝修复效果(来源:http://www.hbmzj.comFig.1 Effect of debonding repairment in CRTS II slab ballastless track (Source: http://www.hbmzj.com)
    图2 双线性内聚力模型应力‒位移本构关系Fig.2 Stress-displacement constitutive relationship of bilinear cohesive zone model
    图3 离缝修复后CRTSⅡ型板式无砟轨道有限元模型Fig.3 Finite element model of debonding repaired CRTS II slab ballastless track
    图4 CRTSⅡ型无砟轨道板实测温度梯度[15]Fig.4 Data of measured temperature gradient of CRTS II ballastless track[15]
    图5 CRTSⅡ型无砟轨道实测温升温降数据[15]Fig.5 Data of measured temperature rise and drop of CRTS II ballastless track[15]
    图6 轨道板轴向方向定义及位移曲线提取位置Fig.6 Definition of direction of track-slab and extraction position of displacement curve
    图7 正温度梯度作用下轨道板垂向位移云图Fig.7 Distribution of vertical displacement of track-slab under positive temperature gradient load
    图8 正温度梯度作用下轨道板垂向位移对比图Fig.8 Comparison of vertical displacement of track-slab under positive temperature gradient load
    图9 负温度梯度作用下轨道板垂向位移云图Fig.9 Distribution of vertical displacement of track-slab under negative temperature gradient load
    图10 负温度梯度作用下轨道板垂向位移对比图Fig.10 Comparison of vertical displacement of track-slab under negative temperature gradient load
    图11 温升荷载作用下轨道板垂向位移云图Fig.11 Distribution of vertical displacement of track-slab under temperature rise load
    图12 温升荷载作用下轨道板垂向位移对比图Fig.12 Comparison of vertical displacement of track-slab under temperature rise load
    图13 温降荷载作用下轨道板垂向位移云图Fig.13 Distribution of vertical displacement of track-slab under temperature drop load
    图14 温降荷载作用下轨道板垂向位移对比图Fig.14 Comparison of vertical displacement of track-slab under temperature drop load
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引用本文

许玉德,缪雯颖,严道斌,祝文君,徐伟昌.离缝修复条件下无砟轨道板温度翘曲变形特征[J].同济大学学报(自然科学版),2021,49(3):400~410

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  • 收稿日期:2020-08-02
  • 在线发布日期: 2021-04-06
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