- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | CHEN Cheng, TANG Yuyan, TANG Zian, ZHANG Lei, YANG Chao. Bearing Characteristics of X-Shaped Sleeper Based on Scaled Test and Discrete Element Simulation[J]. Journal of Southwest Jiaotong University. doi: 10.3969/j.issn.0258-2724.20230590
|
To investigate the trackbed bearing capacity and lateral resistance characteristics of a new X-shaped sleeper, scaled tests comparing the stiffness and lateral resistance between X-shaped and Type Ⅲ sleepers were conducted. A 3D model of a ballast track was established by the discrete element method to analyze the vertical load transmission mechanism and lateral resistance of these two types of sleepers at a micro level. The results indicate that at the maximum vertical load, the X-shaped sleepers significantly reduce vertical displacement (stiffness) by approximately 26.3% compared to Type Ⅲ sleepers (an increase of about 46.6%). Furthermore, the ultimate lateral resistance of the X-shaped sleeper is increased by 22.4%, which effectively improves the lateral stability of the track. The X-shaped sleepers exhibit a substantial increase in the contact area and stress with ballast between the sleepers. The contact forces on the X-shaped sleeper are distributed over four angular segments, making the ballast between the sleepers fully participate in the load sharing. Because the structure of the X-shaped sleeper can increase the participation of the ballast between the sleepers, the stiffness and transverse resistance of the trackbed are increased by about 29.2% and 31.6%, respectively, which is close to the experimental conclusion.
| [1] |
段海滨. 再生复合轨枕有砟轨道垂向动力特性研究[D]. 成都:西南交通大学,2017.
|
| [2] |
闫雪,沈毓婷,耿浩,等. 弹性轨枕 + 道砟垫有砟轨道疲劳性能试验研究[J]. 铁道标准设计,2018,62(12): 40-45.
YAN Xue, SHEN Yuting, GENG Hao, et al. Experimental research on fatigue behavior of elastic sleeper ballast track with under-ballast mat[J]. Railway Standard Design, 2018, 62(12): 40-45.
|
| [3] |
刘晓春,陈佳琦,罗延亮,等. 钢管混凝土双块式轨枕无砟轨道结构疲劳性能试验研究[J]. 铁道科学与工程学报,2024,21(1): 106-115.
LIU Xiaochun, CHEN Jiaqi, LUO Yanliang, et al. Experimental study on fatigue performance of ballastless track with concrete-filled tube connected double-block sleepers[J]. Journal of Railway Science and Engineering, 2024, 21(1): 106-115.
|
| [4] |
HAYANO K, KOIKE Y, NAKAMURA T, et al. Effects of sleeper shape on lateral resistance of railway ballasted tracks[C]//Advances in Soil Dynamics and Foundation Engineering. Shanghai: American Society of Civil Engineers, 2014: 491-499.
|
| [5] |
杜香刚. 重载铁路新型高稳定性预应力混凝土轨枕的研发[J]. 铁道建筑,2016,56(3): 113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28
DU Xianggang. Research and development of new-type prestressed concrete sleeper with high stability for heavy haul railway[J]. Railway Engineering, 2016, 56(3): 113-117. doi: 10.3969/j.issn.1003-1995.2016.03.28
|
| [6] |
井国庆,付豪,贾文利,等. 框架优化型Ⅲc轨枕道床横向阻力试验研究[J]. 西南交通大学学报,2018,53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009
JING Guoqing, FU Hao, JIA Wenli, et al. Experimental study on lateral resistance of optimized ⅲc sleeper with different frame types[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 727-732. doi: 10.3969/j.issn.0258-2724.2018.04.009
|
| [7] |
郭云龙,王新雨,廉栋,等. 摩擦型轨枕道床的横向阻力研究[J]. 西南交通大学学报,2022,57(2): 301-305,368. doi: 10.3969/j.issn.0258-2724.20200464
GUO Yunlong, WANG Xinyu, LIAN Dong, et al. Lateral resistance of frictional sleeper ballast bed[J]. Journal of Southwest Jiaotong University, 2022, 57(2): 301-305,368. doi: 10.3969/j.issn.0258-2724.20200464
|
| [8] |
JING G Q, FU H, AELA P. Lateral displacement of different types of steel sleepers on ballasted track[J]. Construction and Building Materials, 2018, 186: 1268-1275. doi: 10.1016/j.conbuildmat.2018.07.095
|
| [9] |
ZAKERI J A, TALEBI R. Experimental investigation into the effect of steel sleeper vertical stiffeners on railway track lateral resistance[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2017, 231(1): 104-110. doi: 10.1177/0954409715622500
|
| [10] |
井国庆,贾文利,强伟乐,等. 有砟道床梯形轨枕横向阻力试验与构成分析[J]. 西南交通大学学报,2019,54(1): 9-13.
JING Guoqing, JIA Wenli, QIANG Weile, et al. Ladder sleeper lateral resistance test and contribution analysis of ballasted track[J]. Journal of Southwest Jiaotong University, 2019, 54(1): 9-13.
|
| [11] |
JING G Q, AELA P, FU H, et al. Numerical and experimental analysis of lateral resistance of biblock sleeper on ballasted tracks[J]. International Journal of Geomechanics, 2020, 20(6): 04020051.1-04020051.17.
|
| [12] |
LIEGNER N. Investigation of the internal forces of the first track constructed with y-shape steel sleepers under operation in Hungary summary of results of research[J]. Periodica Polytechnica Civil Engineering, 2004, 48(1/2): 115-130.
|
| [13] |
马春生. 高速铁路有砟道床质量评价指标优化方法研究[J]. 铁道标准设计,2016,60(5): 20-24.
MA Chunsheng. Research on evaluation index optimization method of high-speed railway ballasted bed[J]. Railway Standard Design, 2016, 60(5): 20-24.
|
| [14] |
陈成,李建峰,王磊,等. 一种X形抗滑动轨枕:CN209686156U[P]. 2019-11-26.
|
| [15] |
陈成,王威,芮瑞,等. 装配式可调间距的X形抗滑动轨枕研究[J]. 铁道标准设计,2023,67(2): 49-54.
CHEN Cheng, WANG Wei, RUI Rui, et al. Study on X-shaped anti-sliding sleeper with adjustable spacing[J]. Railway Standard Design, 2023, 67(2): 49-54.
|
| [16] |
陈成,唐子桉,芮瑞,等. 传统轨枕与新型X轨枕下道床劣化及动力特性研究[J]. 北京交通大学学报,2021,45(6): 117-124. doi: 10.11860/j.issn.1673-0291.20210047
CHEN Cheng, TANG Zian, RUI Rui, et al. Study on dynamic behavior and ballast degradation using the traditional sleeper and new X-shape sleeper[J]. Journal of Beijing Jiaotong University, 2021, 45(6): 117-124. doi: 10.11860/j.issn.1673-0291.20210047
|
| [17] |
万轶,林红松,刘学毅,等. 有碴轨道道床纵向阻力缩尺模型试验研究[J]. 铁道建筑,2006,46(5): 80-81. doi: 10.3969/j.issn.1003-1995.2006.05.030
WAN Yi, LIN Hongsong, LIU Xueyi, et al. Experimental study on scale model of longitudinal resistance of ballast track bed[J]. Railway Engineering, 2006, 46(5): 80-81. doi: 10.3969/j.issn.1003-1995.2006.05.030
|
| [18] |
SHAER A, DUHAMEL D, SAB K, et al. Experimental settlement and dynamic behavior of a portion of ballasted railway track under high speed trains[J]. Journal of Sound and Vibration, 2008, 316(1/2/3/4/5): 211-233.
|
| [19] |
邹锦华,王荣辉,魏德敏. 车辆—轨道系统缩尺模型振动试验研究[J]. 铁道建筑,2011,51(8): 112-116. doi: 10.3969/j.issn.1003-1995.2011.08.036
ZOU Jinhua, WANG Ronghui, WEI Demin. Experimental study on vibration of scale model of vehicle-track system[J]. Railway Engineering, 2011, 51(8): 112-116. doi: 10.3969/j.issn.1003-1995.2011.08.036
|
| [20] |
朱建华. 基于相似理论的列车-轨道力学特性分析试验平台研究[D]. 北京:北京交通大学,2022.
|
| [21] |
中华人民共和国铁道部. 铁路碎石道砟:TB/T 2140—2008[S]. 北京:中国铁道出版社,2008.
|
| [22] |
LIM W L. Mechanics of railway ballast behavior[D]. Nottingham: University of Nottingham, 2004.
|
| [23] |
李朋. 铁路碎石道床车致垂向振动特性分析[D]. 成都:西南交通大学,2020.
|
| [24] |
ZAKERI J A, HASSANREZAEI H. Experimental investigation on effect of winged sleeper on lateral resistance of ballasted track[J]. Scientia Iranica, 2021, 28(2): 656-665.
|
| [25] |
KOIKE Y, NAKAMURA T, HAYANO K, et al. Numerical method for evaluating the lateral resistance of sleepers in ballasted tracks[J]. Soils and Foundations, 2014, 54(3): 502-514. doi: 10.1016/j.sandf.2014.04.014
|
| [26] |
LE PEN L M, POWRIE W. Contribution of base, crib, and shoulder ballast to the lateral sliding resistance of railway track: a geotechnical perspective[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2011, 225(2): 113-128. doi: 10.1177/0954409710397094
|
Figures(18) / Tables(3)
DownLoad:
