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考虑列车荷载的隧道衬砌裂缝疲劳扩展可靠性分析

王大鹏 王景春 张先萌 张振波 徐强

中国铁道科学2023,Vol.44Issue(6):95-102,8.
中国铁道科学2023,Vol.44Issue(6):95-102,8.DOI:10.3969/j.issn.1001-4632.2023.06.10

考虑列车荷载的隧道衬砌裂缝疲劳扩展可靠性分析

Reliability Analysis on Fatigue Propagation of Tunnel Lining Cracks Considering Train Load

王大鹏 1王景春 2张先萌 2张振波 2徐强1

作者信息

  • 1. 石家庄铁道大学土木工程学院,河北石家庄 050043
  • 2. 石家庄铁道大学安全工程与应急管理学院,河北石家庄 050043
  • 折叠

摘要

Abstract

In view of the fatigue propagation behavior of lining cracks under the influence of train load,the fatigue propagation reliability of cracked lining cracks was studied based on fatigue fracture mechanics and reliability theory.Firstly,the cracking mode of lining and the type of stress intensity factors affecting crack propagation were analyzed,and in accordance with the Paris formula,the limit state equation of lining based on the crack depth was established.Then,on the basis of an operating railway tunnel,the ANSYS finite element software was used to establish the numerical model of tunnel-ground coupled dynamic with cracked lining.The stress field and stress intensity factor at the crack tip under the influence of train load were calculated,and the reliability indexes of cracks with different depths during the service life of lining were solved through the Monte Carlo method.The results show that the train load has a significant effect on the stress field at the crack tip.When there is a 10 cm crack in the vault and the train load is not considered,the maximum principal stress at the crack tip of the vault lining is-3.47 MPa,whereas when the train load is considered,it is-7.26 MPa.The amplitudes of stress intensity factors at the crack tip do not refuse to obey the normal distribution law under different initial crack conditions,and their mean value and standard deviation increase with the increase of the crack depth.The reliability index of cracked lining decreases with the longer of service time,and the greater the initial crack depth,the smaller the lining reliability index and the shorter the service time.

关键词

隧道/开裂衬砌/疲劳扩展/列车荷载/可靠性分析

Key words

Tunnel/Cracked lining/Fatigue propagation/Train load/Reliability analysis

分类

交通工程

引用本文复制引用

王大鹏,王景春,张先萌,张振波,徐强..考虑列车荷载的隧道衬砌裂缝疲劳扩展可靠性分析[J].中国铁道科学,2023,44(6):95-102,8.

基金项目

国家自然科学基金资助项目(51608336) (51608336)

河北省教育厅在读研究生创新能力培养资助项目(CXZZBS2022120) (CXZZBS2022120)

中国铁道科学

OA北大核心CSCDCSTPCD

1001-4632

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