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复合式路面非线性损伤疲劳裂缝演化机理研究

房娜仁 王雪森 胡士清 吴朝玥 韩金川 孙耀宁 于康

重庆大学学报2025,Vol.48Issue(3):107-120,14.
重庆大学学报2025,Vol.48Issue(3):107-120,14.DOI:10.11835/j.issn.1000-582X.2025.03.009

复合式路面非线性损伤疲劳裂缝演化机理研究

Research on the evolution mechanism of nonlinear damage fatigue cracks in composite pavement

房娜仁 1王雪森 1胡士清 2吴朝玥 3韩金川 1孙耀宁 4于康5

作者信息

  • 1. 天津城建大学 土木工程学院,天津 300384
  • 2. 中交第二公路勘察设计研究院有限公司,武汉 430056||长安大学 公路学院,西安 710064
  • 3. 中国公路工程咨询集团有限公司,北京 100000
  • 4. 天津市赛英工程技术咨询有限公司,天津 300191
  • 5. 中交一公局第六工程有限公司,天津 300450
  • 折叠

摘要

Abstract

Existing researches on the crack propagation mechanisms in composite pavement often focus on materials,but do not emphasize structure.There are many simulation methods,but they are difficult to reflect actual working conditions.To solve these problems,this study conducts an in-depth investigation on the fatigue crack propagation behavior of non-linear damage in composite pavements.Using damage mechanics theory,residual strength theory,accelerated loading tests,and Python algorithms,a comprehensive simulation of the mechanical behavior of cement concrete slab joint load transfer was conducted.A cycle fatigue damage-fracture simulation system was established using the DLOAD subroutine,UMAT subroutine,UDMGINI subroutine,and XFEM main program.This system reveals the degradation patterns 4 key indexes under cyclic loading:reflection crack propagation rate,internal material damage,residual strength,and pavement deflection.The results show that fatigue damage accumulates with the increase of loading cycles,leading to a gradual decline in residual strength,with the damage accumulation rate closely linked to the extent of residual strength reduction.Under axle loads of 100 kN,160 kN,and 220 kN,the crack propagation phase accounts for 43.94%,35.34%,and 28.82%of the pavement's full life cycle,respectively.For vehicle speeds of 40 km/h,60 km/h,and 100 km/h,the crack propagation phase comprises 46.83%,43.94%,and 43.13%of the pavement's life cycle,respectively.Overloading significantly impacts pavement stability,accelerating fatigue damage and reducing service life.

关键词

路面/反射裂缝/疲劳损伤/剩余强度

Key words

pavement/reflective cracks/fatigue damage/residual strength

分类

交通运输

引用本文复制引用

房娜仁,王雪森,胡士清,吴朝玥,韩金川,孙耀宁,于康..复合式路面非线性损伤疲劳裂缝演化机理研究[J].重庆大学学报,2025,48(3):107-120,14.

基金项目

天津市交通运输科技发展计划项目(2022-08) (2022-08)

天津市教委科研计划项目(2022ZD003) (2022ZD003)

天津市自然科学基金青年项目(22JCQNJC01550) (22JCQNJC01550)

山东省交通运输科技计划(2022B16).Supported by Tianjin Transportation Science and Technology Department Plan Project(2022-08) (2022B16)

Tianjin Municipal Education Commission Scientific Research Project(2022ZD003) (2022ZD003)

Tianjin Natural Science Foundation Youth Project(22JCQNJC01550) (22JCQNJC01550)

Shandong Provincial Transportation Technology Plan(2022B16). (2022B16)

重庆大学学报

OA北大核心

1000-582X

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