Evolution law of vehicle-induced cumulative damage of a heavy duty railway tunnel lining structure

RAO Chenjie1, WANG Jingchun2, WANG Dapeng1, HOU Weihong2, NIU Xing1

Journal of Vibration and Shock ›› 2024, Vol. 43 ›› Issue (20) : 282-288.

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Journal of Vibration and Shock ›› 2024, Vol. 43 ›› Issue (20) : 282-288.

Evolution law of vehicle-induced cumulative damage of a heavy duty railway tunnel lining structure

  • RAO Chenjie1, WANG Jingchun2, WANG Dapeng1, HOU Weihong2, NIU Xing1
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Abstract

In order to study the distribution and evolution law of vehicle-induced damage in horseshoe shaped tunnel of heavy haul railway, the plastic damage constitutive model of concrete and the tensile and compressive constitutive relationship of concrete recommended by the code were combined. Based on the improved Miner cumulative damage theory, a coupling dynamic model of horseshoe tunnel and surrounding rock for a single line of heavy-haul railway was established. The damage distribution characteristics, cumulative damage, incremental damage evolution and fatigue life prediction of tunnel lining structures under long-term action of heavy-haul trains were studied. The results show that the long-term vehicle-induced lining damage is mainly distributed in the invert of the track, the intersection of invert and side wall and the intersection of invert filling and side wall. The damage amount increased by 3.41 times compared with the maximum damage position with no load. Both cumulative damage and damage increment increase with the increase of operation times, and the change is non-linear. The fatigue life of the lining structure is 94.2 years, and the inspection and maintenance of the tunnel lining should be carried out when the train runs for 68.5 years and the damage increment enters the significant growth area.

Key words

heavy haul railway / Plastic damage of concrete / Cumulative damage theory / Damage distribution / Damage evolution

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RAO Chenjie1, WANG Jingchun2, WANG Dapeng1, HOU Weihong2, NIU Xing1. Evolution law of vehicle-induced cumulative damage of a heavy duty railway tunnel lining structure[J]. Journal of Vibration and Shock, 2024, 43(20): 282-288

References

[1] ZHANG H, LIU G N, LIU Q Y, et al. Vehicle-induced dynamic response characteristics of a new subway tunnel closely undercrossing the existing subway[J]. Soil Dynamics and Earthquake Engineering, 2023, 164: 107579.
[2] 杨文波, 邹涛, 涂玖林, 等. 高速列车振动荷载作用下马蹄形断面隧道动力响应特性分析[J]. 岩土力学, 2019, 40(09): 3635-3644.
YANG Wenbo, ZOU Tao, TU Jiulin, et al. Analysis of dynamic response of horseshoe cross-section tunnel under vibrating load induced by high-speed train[J]. Rock and Soil Mechanics, 2019, 40(09): 3635-3644.
[3] GUO W Q, YANG W B, QIAN Z H, et al. The effect of internal structure on dynamic response of road-metro tunnels under train vibration loads: An experimental study[J]. Tunnelling and Underground Space Technology, 2023, 138: 105182.
[4] 章莉, 赵兰浩, 刘智, 等. 循环荷载作用下的混凝土弹塑性损伤本构模型及数值实现[J]. 工程力学, 2023, 40(04): 152-161.
ZHANG Li, ZHAO Lanhan, LIU Zhi, et al. An Elastic-Plastic Damage Constitutive Model of Concrete Under Cyclic Loading and its Numerical Implementation[J]. Engineering Mechanics, 2023, 40(04): 152-161.
[5] 晏启祥, 陈文宇, 陈行, 等. 近距离垂直交叠盾构隧道的列车振动响应特性及损伤规律[J]. 中国铁道科学, 2018, 39(04): 78-84.
YAN Qixiang, CHEN Wenyu, CHEN Hang, et al. Train Vibration Response Characteristics and Damage Rule of Vertically Overlapping Shield Tunnels in Close Distance Space[J]. China Railway Science, 2018, 39(04): 78-84.
[6] LI Z Q, LI Z, HUANG W W, et al. Fatigue damage analysis of ballastless slab track in heavy-haul railway tunnels[J]. Underground Space, 2022, 7(3): 440-452.
[7] 徐磊, 余志武. 铁路列车-轨道-基础结构动力相互作用统一分析PartⅡ: 混凝土车致疲劳损伤与空时演化[J]. 铁道科学与工程学报, 2023, 20(02): 385-392.
XU Lei, YU Zhiwu. Unified analysis for railway train-track-substructure dynamic interaction Part II: train-induced concrete fatigue damage and temporal-spatial evolution[J]. Journal of Railway Science and Engineering, 2023, 20(02): 385-392.
[8] XU Y, XU Q Y. Experimental study on fatigue damage of self-compacting concrete of CRTS III slab track[J]. Structures, 2023, 53: 62-69.
[9] FENG Q S, ZHU Z H, TONG Q, et al. Dynamic responses and fatigue assessment of OSD in heavy-haul railway bridges[J]. Journal of Constructional Steel Research, 2023, 204: 107873.
[10] 冷建成, 毛厚彬, 钱万东, 等. 基于刚度参数变化的导管架平台结构损伤定量识别[J]. 中国安全科学学报, 2023, 33(7): 68-74.
LENG Jiancheng, MAO Houbin, QIAN Wandong, et al. Quantitative damage identification of jacket platform structure based on variation of stiffness parameters[ J]. China Safety Science Journal, 2023, 33(7): 68-74.
[11] 谢全敏, 马伟, 杨文东. 公路隧道结构健康自监测系统设计与实施[J]. 中国安全科学学报, 2022, 32(7): 56-62.
XIE Quanmin, MA Wei, YANC Wendong. Design and implementation of SHM system for highway tunnels [J]. China Safety Science Journal, 2022, 32(7): 56-62.
[12] GB 50010-2010, 混凝土结构设计规范[S]. 中国建筑工业出版社, 2010.
GB 50010-2010, Code for Design of Concrete Structures [S]. China Architecture and Building Press, 2010
[13] 李晓琴, 张田. 循环荷载下混凝土开裂-闭合行为计算方法研究 [J]. 振动与冲击, 2021, 40 (09): 254-263.
LI Xiaoqin,ZHANG Tian. Calculation method of cracking-closing behaviour of concrete under cyclic loading. JOURNAL OF VIBRATION AND SHOCK, 2021, 40 (09): 254-263.
[14] BIRTEL V, MARK P. Parameterised finite element modelling of RC beam shear failure. 2006: 95-108. 
[15] 丁祖德. 高速铁路隧道基底软岩动力特性及结构安全性研究[D]. 中南大学, 2012.
Ding Zude. Dynamic Properties of Soft Rock and the Safety of Base Structure of High-speed Railway Tunnels. [D]. Central South University, 2012.
[16] 徐利辉, 马蒙, 刘维宁. 列车动荷载长期作用下圆形隧道衬砌损伤分布特征及演化规律研究[J]. 工程力学, 2020, 37(09): 144-152.
XU Lihui, MA Meng, LIU Weining. Distribution and Evolution Charcteristics of Circular Tunnel Lining Damage but to Long-Term Train Loads[J]. Engineering Mechanics, 2020,37(09):144-152.
[17] 边学成. 高速列车运动荷载作用下地基和隧道的动力响应分析[D]. 浙江大学, 2005.
BIAN Xuecheng. Dynamic Analyses of Ground and Tunnel Responses but to High-Speed Train Moving Loads[D]. Zhejiang University, 2005.
[18] 何勇. 重载铁路C96型30t轴重车辆段工艺适应性设计研究[J]. 铁道标准设计, 2018, 62(08): 174-177.
HE Yong. Process Adaptability Design and Research on C96 30 t Axis Vehicle Depot of Heavy Haul Railway[J]. Railway Standard Design, 2018, 62(08): 174-177.
[19] WANG D P, WANG J C, RAO C J, et al. Tunnel lining crack expansion and maintenance strategy optimization considering train loads: A case study. [J]. PloS one, 2023, 18(8): e0290533.
[20] 马笙杰, 迟明杰, 陈红娟, 等. 黏弹性人工边界在ABAQUS中的实现及地震动输入方法的比较研究[J]. 岩石力学与工程学报, 2020, 39(07): 1445-1457. 
MA Shengjie, CHI Mingjie, CHEN Hongjuan, et al. Implementation of viscous-spring boundary in ABAQUS and comparative study on seismic motion input methods[J]. Chinese Journal of Rock Mechanics and Engineering, 2020, 39(07): 1445-1457. 
[21] 黄娟. 基于损伤理论的高速铁路隧道结构振动响应分析及疲劳寿命研究[D]. 中南大学, 2010.
Huang Juan. Study on the vibration response and fatigue life of high-speed railway tunnels bases on damage theory [D]. Central South University, 2010.
[22] 钱永久. 既有钢筋混凝土桥梁的评估与诊断[D].西南交通大学, 1992.
QIAN Yongjiu. Evaluation and diagnosis of existing reinforced concrete Bridges[D]. Southwest Jiaotong University, 1992.
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