Analysis of Internal forces and Damage of Broad-Narrow Joint of CRTS<b>Ⅱ</b> Slab Track Under Temperature Rise

LIU Xiaokai; LIU Xueyi; XIAO Jieling; DONG Jiajia

doi:10.3969/j.issn.0258-2724.20210946

Volume 59 Issue 2

Apr. 2024

Turn off MathJax

Article Contents

Abstract

References

Journal of Southwest Jiaotong University > 2024 > 59(2): 273-280.

XU Wensong, ZHAO Guangming, MENG Xiangrui, LI Yingming, CAI Jinlong, GAO Liang. Test Study on True-Triaxial Loading and Unloading for Marble with Unloaded Single Face[J]. Journal of Southwest Jiaotong University, 2019, 54(3): 526-534. doi: 10.3969/j.issn.0258-2724.20180542

Citation:

LIU Xiaokai, LIU Xueyi, XIAO Jieling, DONG Jiajia. Analysis of Internal forces and Damage of Broad-Narrow Joint of CRTSⅡ Slab Track Under Temperature Rise[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 273-280. doi: 10.3969/j.issn.0258-2724.20210946

Citation:

PDF( 3423 KB)

Analysis of Internal forces and Damage of Broad-Narrow Joint of CRTSⅡ Slab Track Under Temperature Rise

doi: 10.3969/j.issn.0258-2724.20210946

LIU Xiaokai^{1, 2, 3
,},
LIU Xueyi^{1, 2},
XIAO Jieling^{1, 2
,
,},
DONG Jiajia^{1, 2}

1.
MOE Key Laboratory of High-Speed Railway Engineering, Southwest Jiaotong University, Chengdu 610031, China
2.
School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
3.
School of Science, North University of China, Taiyuan 030051, China

Received Date: 01 Dec 2021
Rev Recd Date: 24 Feb 2022

Available Online: 07 Dec 2023

Publish Date: 14 Apr 2022

Abstract

Abstract

In order to study the internal forces and the damage of broad-narrow joint under a temperature rise, a detailed finite element model with the interface between old and new concrete is established on the basis of concrete damaged plasticity model and cohesive zone model. The damage parameters and stress under different temperature rises are calculated, and the effects of the concrete strength at broad-narrow joint and the narrow joint width are analyzed. The results show that the fracture at the junction between broad and narrow joints is a brittle tension failure, and the breakage of narrow joint is a gradual compression failure. Compared with the fracture at the junction between broad and narrow joints, the breakage of narrow joint has a greater impact on the structural stress. The vertical tension stress arising from the uneven geometry at the junction between broad and narrow joints is the main cause for the damaged broad-narrow joint. Increasing the broad-narrow joint strength reduces the longitudinal compression stress and the compression damage, but contribute less to the vertical tension stress and the tension damage. To reduce damage and improve strength, it is recommended to equate the widths for the broad and narrow joints and the strengths for the concrete at the broad-narrow joint and the slab.
- ballastless track,
- CRTS Ⅱ slab track,
- broad-narrow joint

FullText(HTML)

References(19)

References

[1]	戴公连,葛浩. 桥上纵连板式无砟轨道初始状态特征统计分析[J]. 铁道工程学报,2020,37(9): 1-6. doi: 10.3969/j.issn.1006-2106.2020.09.001 DAI Gonglian, GE Hao. Statistical analysis of the initial state characteristics of the longitudinally connected ballastless track on bridge[J]. Journal of Railway Engineering Society, 2020, 37(9): 1-6. doi: 10.3969/j.issn.1006-2106.2020.09.001
[2]	刘笑凯,刘学毅,肖杰灵,等. 温度作用下纵连式无砟轨道垂向稳定性研究[J]. 西南交通大学学报,2018,53(5): 921-927,944. doi: 10.3969/j.issn.0258-2724.2018.05.007 LIU Xiaokai, LIU Xueyi, XIAO Jieling, et al. Vertical stability of longitudinal continuous ballastless track under temperature variation[J]. Journal of Southwest Jiaotong University, 2018, 53(5): 921-927,944. doi: 10.3969/j.issn.0258-2724.2018.05.007
[3]	FENG Q S, CHAO H Y, LEI X Y. Influence of the seam between slab and CA mortar of CRTSⅡ ballastless track on vibration characteristics of vehicle-track system[J]. Procedia Engineering, 2017, 199: 2543-2548. doi: 10.1016/j.proeng.2017.09.259
[4]	钟阳龙,高亮,侯博文. 不同植筋方案纵连板轨道砂浆层抗剪性能分析[J]. 西南交通大学学报,2018,53(1): 38-45,63. doi: 10.3969/j.issn.0258-2724.2018.01.005 ZHONG Yanglong, GAO Liang, HOU Bowen. Shear behavior of mortar layer in continuous slab track with different arrangement schemes of embedded steel bars[J]. Journal of Southwest Jiaotong University, 2018, 53(1): 38-45,63. doi: 10.3969/j.issn.0258-2724.2018.01.005
[5]	许玉德,缪雯颖,严道斌,等. 基于改进混合模式内聚力模型的无砟轨道层间损伤分析[J]. 铁道学报,2021,43(4): 125-135. doi: 10.3969/j.issn.1001-8360.2021.04.016 XU Yude, MIAO Wenying, YAN Daobin, et al. Analysis of interlayer interface damage in ballastless track based on improved mixed-mode cohesive zone model[J]. Journal of the China Railway Society, 2021, 43(4): 125-135. doi: 10.3969/j.issn.1001-8360.2021.04.016
[6]	闫斌,娄徐瑞利,谢浩然,等. 冻胀冻融作用下材料劣化对板式无砟轨道性能的影响[J]. 交通运输工程学报,2021,21(5): 62-73. doi: 10.19818/j.cnki.1671-1637.2021.05.005 YAN Bin, LOU Xuruili, XIE Haoran, et al. Effect of material deterioration on slab ballastless track performance under frost heaving and freezing-thawing[J]. Journal of Traffic and Transportation Engineering, 2021, 21(5): 62-73. doi: 10.19818/j.cnki.1671-1637.2021.05.005
[7]	LUBLINER J, OLIVER J, OLLER S, et al. A plastic-damage model for concrete[J]. International Journal of Solids and Structures, 1989, 25(3): 299-326. doi: 10.1016/0020-7683(89)90050-4
[8]	LEE J, FENVES G L. Plastic-damage model for cyclic loading of concrete structures[J]. Journal of Engineering Mechanics, 1998, 124(8): 892-900. doi: 10.1061/(ASCE)0733-9399(1998)124:8(892)
[9]	SARIKAYA A, ERKMEN R E. A plastic-damage model for concrete under compression[J]. International Journal of Mechanical Sciences, 2019, 150: 584-593. doi: 10.1016/j.ijmecsci.2018.10.042
[10]	PARK K, PAULINO G H. Cohesive zone models: a critical review of traction-separation relationships across fracture surfaces[J]. Applied Mechanics Reviews, 2011, 64(6): 060802.1-060802.20.
[11]	LÓPEZ-PUENTE J, ARIAS A, ZAERA R, et al. The effect of the thickness of the adhesive layer on the ballistic limit of ceramic/metal armours: an experimental and numerical study[J]. International Journal of Impact Engineering, 2005, 32(1/2/3/4): 321-336.
[12]	YANG J F, LIAN H J, NGUYEN V P. Study of mixed mode Ⅰ/Ⅱ cohesive zone models of different rank coals[J]. Engineering Fracture Mechanics, 2021, 246: 107611.1-107611.16.
[13]	中华人民共和国住房和城乡建设部. 混凝土结构设计规范: GB 50010—2010[S]. 北京: 中国建筑工业出版社, 2011.
[14]	张劲,王庆扬,胡守营,等. ABAQUS混凝土损伤塑性模型参数验证[J]. 建筑结构,2008,38(8): 127-130. doi: 10.19701/j.jzjg.2008.08.036 ZHANG Jin, WANG Qingyang, HU Shouying, et al. Parameters verification of concrete damaged plastic model of ABAQUS[J]. Building Structure, 2008, 38(8): 127-130. doi: 10.19701/j.jzjg.2008.08.036
[15]	李培刚. CRTSⅡ型板式轨道层间损伤及其影响研究[D]. 成都: 西南交通大学, 2015.
[16]	李再帏,吴刚,朱文发,等. 基于Lamb波的CRTSⅡ型板式无砟轨道层间损伤检测方法[J]. 铁道学报,2020,42(12): 120-126. doi: 10.3969/j.issn.1001-8360.2020.12.016 LI Zaiwei, WU Gang, ZHU Wenfa, et al. CRTSⅡ slab ballastless track interlayer damage detection method based on Lamb wave[J]. Journal of the China Railway Society, 2020, 42(12): 120-126. doi: 10.3969/j.issn.1001-8360.2020.12.016
[17]	赵国堂,刘钰. CRTSⅡ型板式无砟轨道结构层间离缝机理研究[J]. 铁道学报,2020,42(7): 117-126. ZHAO Guotang, LIU Yu. Mechanism analysis of delamination of CRTS Ⅱ slab ballastless track structure[J]. Journal of the China Railway Society, 2020, 42(7): 117-126.
[18]	张鹏飞,涂建,桂昊,等. 温梯荷载下桥上CRTSⅡ型板式无砟轨道的力学特性[J]. 西南交通大学学报,2021,56(5): 945-952. ZHANG Pengfei, TU Jian, GUI Hao, et al. Mechanical properties of CRTS Ⅱ slab ballastless track on bridge under temperature gradient loads[J]. Journal of Southwest Jiaotong University, 2021, 56(5): 945-952.
[19]	欧祖敏,孙璐,程群群. 基于气象资料的无砟轨道温度场计算与分析[J]. 铁道学报,2014,36(11): 106-112. doi: 10.3969/j.issn.1001-8360.2014.11.021 OU Zumin, SUN Lu, CHENG Qunqun. Analysis on temperature field of ballastless track structure based on meteorological data[J]. Journal of the China Railway Society, 2014, 36(11): 106-112. doi: 10.3969/j.issn.1001-8360.2014.11.021

Relative Articles

[1]	ZHU He, YUAN Ming, GUO Xin. Finite Element Analysis on Layered Mechanical Properties of Carbon Fiber Wires Under Influence of Temperature[J]. Journal of Southwest Jiaotong University, 2024, 59(3): 700-711. doi: 10.3969/j.issn.0258-2724.20210686
[2]	JI Wei, SHAO Tianyan. Finite Element Model Updating of Box Girder Bridges with Corrugated Steel Webs[J]. Journal of Southwest Jiaotong University, 2021, 56(1): 1-11. doi: 10.3969/j.issn.0258-2724.20191198
[3]	WU Yanbin, HUANG Fanglin. Refined Finite Element Modeling Methodof Spatial Prestressed Steel Beam[J]. Journal of Southwest Jiaotong University, 2017, 30(6): 1082-1087. doi: 10.3969/j.issn.0258-2724.2017.06.007
[4]	GAO Qing, . THE DAMAGE-COUPLED TIME-DEPENDENT MULTIAXIAL THEORETICAL MODEL: II. THE ENGINEERING APPLICABILITY OF FINITE ELEMENT IMPLEMENTATION[J]. Journal of Southwest Jiaotong University, 2012, 25(2): 230-235. doi: 10.3969/j.issn.0258-2724.2012.02.010
[5]	LIANG Shangming, YAN Xijiang, WANG Xianzhou. Coupled Finite Element Thermal-Mechanical Analysis of Gravity Support System of International Thermonuclear Experimental Reactor[J]. Journal of Southwest Jiaotong University, 2009, 22(5): 738-742.
[6]	LI Ruiping, ZHOU Ning, MEI Guiming, ZHANG Weihua. Finite Element Model for Catenary in Initial Equilibrium State[J]. Journal of Southwest Jiaotong University, 2009, 22(5): 732-737.
[7]	MAOJian-qiang. Finite Element Method for Tunnel with Prefabricated Lining[J]. Journal of Southwest Jiaotong University, 2004, 17(4): 423-427.
[8]	SUNJi-ping, ZHANG Chang-sen. Effect of Crowd on Propagation Characteristic of Electromagnetic Waves in Limited Underground Space[J]. Journal of Southwest Jiaotong University, 2003, 16(4): 403-407.
[9]	FUHai-ying, HE Chang-rong, CHEN Qun. 2-D Finite Element Analysis of Prestressed Anchorage Sheet-Pile Wall[J]. Journal of Southwest Jiaotong University, 2003, 16(4): 389-392.
[10]	ZHANG Xue-ling, XU Yan-shen. Data Exchange Between CAD and Finite Element Models in Modular Design[J]. Journal of Southwest Jiaotong University, 2003, 16(5): 584-587.
[11]	YUAN Feng, CHEN Qiu. Research on FEM Metacomputing Environment DPFEM[J]. Journal of Southwest Jiaotong University, 2001, 14(6): 655-658.
[12]	LIUChang-hong, CHENQiu. ANew Solution to Structural Fuzzy Finite Element Equations Based onMonosource Fuzziness[J]. Journal of Southwest Jiaotong University, 2001, 14(1): 84-87.
[13]	DUZan-hua. Experimental Research on Limit Torque of RC Members under the Combined Action of Axial Tension and Bending Twisting Moment[J]. Journal of Southwest Jiaotong University, 2000, 13(2): 129-132.

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	吴迪，李艾文，李丹，贾龙，韦学英，吴建建. 岩溶路基加筋防塌治理的简化设计方法. 中国岩溶. 2023(03): 538-547 .
2.	陈玲玲，马露，王志远. 动荷载下桩承式路堤中加筋体的作用机理. 宜春学院学报. 2020(09): 53-56+102 .

Other cited types(4)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Figures(14) / Tables(2)

Get Citation

PDF

XML

Article views(380) PDF downloads(41)