高速道岔轨道刚度理论及应用研究
|
摘要
高速道岔的轨道刚度是影响列车过岔舒适性,道岔振动强度的重要参数,需要进行合理设置。本文针对高速道岔轨道刚度所涉及的几个主要问题,在参考国内外研究情况的基础上,进行了理论和部分试验研究,并得到了相应的研究结论。论文主要研究工作分为以下几个方面:
(1)轨道刚度对高速车辆-道岔空间耦合振动的影响分析
建立了完整的高速车辆-道岔空间耦合振动模型,在高速道岔模型中,首次将扣件刚度、道床刚度考虑成纵向可变,以便分析高速道岔轨道刚度纵向不均匀分布对高速车辆-道岔耦合振动性能的影响。运用所建立的高速车辆-道岔空间耦合振动模型,分析了轨道刚度对车辆和道岔振动性能的影响,结果表明:轨道刚度变化对高速车辆走行部分、车体及道岔的振动具有明显影响。
(2)高速道岔轨道动刚度特性及其影响因素分析
首次建立了高速道岔轨道动刚度计算模型和求解方法,并对高速道岔轨道动刚度特性及其影响因素进行了分析,结果表明:有砟道岔各部分钢轨在0～250HZ的频段上出现3个共振峰;无砟道岔各部分钢轨在0～300HZ的频段上只出现1个同相共振峰;扣件刚度和阻尼对道岔动刚度的影响较大,道床刚度的影响较小。
(3)高速道岔轨道刚度合理取值和部件刚度合理匹配研究
详细分析了高速道岔轨道刚度的组成及相关计算方法,提出了高速道岔轨道刚度合理取值的5个评判准则:列车运行品质、道岔振动强度、应力水平、变形大小、部件刚度匹配关系。并建立了以高速车辆-道岔耦合动力计算及动态轨距扩大分析为核心技术的高速道岔轨道刚度合理取值的确定方法。最后采用本文提出的高速道岔合理取值评判准则及确定方法对我国客专道岔轨道刚度合理取值及部件刚度合理匹配进行了研究,所得结论可指导我国客专道岔的扣件刚度设计。
(4)高速道岔轨道刚度分布规律及影响因素分析
运用有限单元法,在考虑钢轨类型、扣件、道床、间隔铁和滑床台等刚度影响因素的基础上,首次建立了完整的高速道岔轨道刚度计算模型,并编制了相应的计算程序。运用本文建立的道岔轨道刚度计算方法,分析了我国客专道岔轨道刚度的分布规律,并对滑床台联结、尖轨刨切、间隔铁传力、扣件刚度、道床刚度等因素对道岔轨道整体刚度的影响进行了详细的分析,为高速道岔轨道刚度均匀化工作提供了理论依据。
(5)高速道岔轨道刚度均匀化研究
从刚度取值、轨道变形、工程可行性等方面首次提出了高速道岔轨道刚度均匀化准则,并分析了合理设置板下胶垫刚度均匀轨道刚度的方法。详细分析了超弹性有限元理论在胶垫刚度计算中的应用,为板下胶垫刚度设计提供了理论基础;运用本文所提出的高速道岔轨道刚度均匀化准则及方法,对我国客专道岔轨道刚度均匀化进行了研究,提出了相应的工程方案;最后对道岔轨道刚度进行了现场测试,结果不仅证明了本文提出的高速道岔轨道刚度均匀化方法合理、有效,同时还证明了本文建立的高速道岔轨道刚度计算理论的准确性。
(6)高速道岔前后过渡段刚度合理设置研究
在分析高速道岔路岔过渡段结构特性的基础上,建立了高速车辆-道岔过渡段动力分析方法,并提出了高速道岔过渡段刚度合理设置的基本原则和评价指标,运用本文所建立的高速道岔过渡段分析方法,对高速道岔过渡段的动力特性进行了深入分析,并研究了过渡段刚度差、行车方向和行车速度等影响因素对过渡段动力性能的影响,最后对我国客专线道岔前后过渡段刚度合理设置进行了研究,所得结论可用于指导我国客专道岔前后过渡段的刚度设计。
The track stiffness of high-speed turnouts is a important parameter that impacts on running comfort of trains and vibration intensity of turnouts when trains passing through turnouts. So the reasonable disposition of the track stiffness in high-speed turnouts is necessary.
According to several major issues involved in track stiffness of high-speed turnouts and in reference to domestic and international research, on the basis of theoretical and some experimental studies, some relative research conclusions are drawn. Thesis research work is divided into the following areas:
(1) Influence analysis of track stiffness on spacial coupling vibration between high-speed vehicles and turnouts
A complete spacial coupling vibration model between high-speed vehicles and turnouts is set up in this paper. In the model, the longitudinal variety of the fastener and bed stiffness are taken into account. By using the model, the influence analysis of vertical stiffness of the uneven distribution of high-speed turnouts on high-speed vehicles - turnouts coupling vibration performance is feasible. With this model, some analysis about track stiffness influence on the vibration performance of vehicles and turnouts are done. The results show that: track stiffness change has considerable influence on vibration of the movable part of high-speed vehicles, car body and turnouts.
(2) Study on dynamic track stiffness characteristics and its influencing factors of high-speed turnouts
dynamic track stiffness calculation model and solution methods of high-speed turnouts are firstly established, and dynamic track stiffness characteristics and its influencing factors of high-speed turnouts are also analyzed. The results show that: there are three resonance peak in various parts of ballest turnouts when frequency ranges from 0 to 250; there are one phase resonance peak in various parts of ballestless turnouts when frequency ranges from 0 to 300;fastener stiffness and damping have greater impact on dynamic stiffness of turnouts than bed stiffness
(3) Study on reasonable value of track stiffness and track-part stiffness in high-speed turnouts
Track stiffness components of high-speed turnouts and related calculational method have been detailed analyzed. Five criteria for evaluating reasonable track stiffness in high-speed turnout have been put forward: the vehicle running behavior, vibration intensity of track, the stress level of track, the deformation of track and coupling relation among track-part stiffness. A method how to determine track stiffness in high-speed turnouts has been established. Its core technologies include dynamic calculation between high-speed vehicles and turnouts, and analysis with dynamically expanded gauge. Finally, according to evaluation criteria of reasonable stiffness about high-speed turnouts and determination methods, some research are made on appropriate value of track stiffness with high-speed turnouts and reasonably coupling stiffness study among components. Some results from the following research can guide designs on fastener stiffness of passenger dedicated line.
(4) Study on distribution regularity of track stiffness and influence factors analysis in high-speed turnouts
Using the finite element method, on the basis of considering some factors such as the rail types, fastener, bed, block space and sliding plate which have impact on track stiffness, a complete calculation model which determine the track stiffness of high-speed turnouts is built and relative calculation program is written. Distribution regularity of track stiffness in turnouts on passenger dedicated line is analyzed through built calculation methods. Likely, some influence factors of track stiffness are studied such sliding plate linking、switch rail cut、block space which can distribute loads、fastener stiffness、bed stiffness. The study results can provide a basis for track stiffness homogenization at high-speed turnouts.
(5) Study on homogenization of track stiffness in high-speed turnouts
From some aspects such as stiffness values, track deformation and engineering feasibility, homogenization criteria of track stiffness in high-speed turnouts is firstly proposed. A new way to set uniform track stiffness by adjusting stiffness of the tie pad is explained. The calculation method about stiffness of the tie pad by using hyperelastic finite element theory is studied, and it can provide a theoretical foundation for stiffness design of the tie pads. Using homogenization criteria and methods which are described in the paper, some research is done on track stiffness homogenization of turnouts on passenger dedicated line and some corresponding engineering schemes are provided. In addition, Field test on track stiffness of turnouts was carried out, the test results show that the way of track stiffness homogenization in high-speed turnouts is reasonable, and calculation theory on track stiffness in high-speed turnouts is accurate.
(6) Study on reasonable stiffness of the transition section around high-speed turnouts
On the basis of analysis about structure characteristics of the transition section around high-speed turnouts, a method is established for its dynamic analysis. Some principle and evaluation index are set up for reasonably disposing the stiffness of the transition section around high-speed turnouts. By using the dynamic analysis method in this paper, the dynamic characteristics when vehicles passing the transition section around high-speed turnouts are analyzed, and some influence factors such as transition stiffness variance, the running directions and velocity are also analyzed. Lastly, the reasonable stiffness of the transition section around turnouts on passenger dedicated line is studied, and the study results can guide stiffness design of the transition section.
(1)轨道刚度对高速车辆-道岔空间耦合振动的影响分析
建立了完整的高速车辆-道岔空间耦合振动模型,在高速道岔模型中,首次将扣件刚度、道床刚度考虑成纵向可变,以便分析高速道岔轨道刚度纵向不均匀分布对高速车辆-道岔耦合振动性能的影响。运用所建立的高速车辆-道岔空间耦合振动模型,分析了轨道刚度对车辆和道岔振动性能的影响,结果表明:轨道刚度变化对高速车辆走行部分、车体及道岔的振动具有明显影响。
(2)高速道岔轨道动刚度特性及其影响因素分析
首次建立了高速道岔轨道动刚度计算模型和求解方法,并对高速道岔轨道动刚度特性及其影响因素进行了分析,结果表明:有砟道岔各部分钢轨在0～250HZ的频段上出现3个共振峰;无砟道岔各部分钢轨在0～300HZ的频段上只出现1个同相共振峰;扣件刚度和阻尼对道岔动刚度的影响较大,道床刚度的影响较小。
(3)高速道岔轨道刚度合理取值和部件刚度合理匹配研究
详细分析了高速道岔轨道刚度的组成及相关计算方法,提出了高速道岔轨道刚度合理取值的5个评判准则:列车运行品质、道岔振动强度、应力水平、变形大小、部件刚度匹配关系。并建立了以高速车辆-道岔耦合动力计算及动态轨距扩大分析为核心技术的高速道岔轨道刚度合理取值的确定方法。最后采用本文提出的高速道岔合理取值评判准则及确定方法对我国客专道岔轨道刚度合理取值及部件刚度合理匹配进行了研究,所得结论可指导我国客专道岔的扣件刚度设计。
(4)高速道岔轨道刚度分布规律及影响因素分析
运用有限单元法,在考虑钢轨类型、扣件、道床、间隔铁和滑床台等刚度影响因素的基础上,首次建立了完整的高速道岔轨道刚度计算模型,并编制了相应的计算程序。运用本文建立的道岔轨道刚度计算方法,分析了我国客专道岔轨道刚度的分布规律,并对滑床台联结、尖轨刨切、间隔铁传力、扣件刚度、道床刚度等因素对道岔轨道整体刚度的影响进行了详细的分析,为高速道岔轨道刚度均匀化工作提供了理论依据。
(5)高速道岔轨道刚度均匀化研究
从刚度取值、轨道变形、工程可行性等方面首次提出了高速道岔轨道刚度均匀化准则,并分析了合理设置板下胶垫刚度均匀轨道刚度的方法。详细分析了超弹性有限元理论在胶垫刚度计算中的应用,为板下胶垫刚度设计提供了理论基础;运用本文所提出的高速道岔轨道刚度均匀化准则及方法,对我国客专道岔轨道刚度均匀化进行了研究,提出了相应的工程方案;最后对道岔轨道刚度进行了现场测试,结果不仅证明了本文提出的高速道岔轨道刚度均匀化方法合理、有效,同时还证明了本文建立的高速道岔轨道刚度计算理论的准确性。
(6)高速道岔前后过渡段刚度合理设置研究
在分析高速道岔路岔过渡段结构特性的基础上,建立了高速车辆-道岔过渡段动力分析方法,并提出了高速道岔过渡段刚度合理设置的基本原则和评价指标,运用本文所建立的高速道岔过渡段分析方法,对高速道岔过渡段的动力特性进行了深入分析,并研究了过渡段刚度差、行车方向和行车速度等影响因素对过渡段动力性能的影响,最后对我国客专线道岔前后过渡段刚度合理设置进行了研究,所得结论可用于指导我国客专道岔前后过渡段的刚度设计。
The track stiffness of high-speed turnouts is a important parameter that impacts on running comfort of trains and vibration intensity of turnouts when trains passing through turnouts. So the reasonable disposition of the track stiffness in high-speed turnouts is necessary.
According to several major issues involved in track stiffness of high-speed turnouts and in reference to domestic and international research, on the basis of theoretical and some experimental studies, some relative research conclusions are drawn. Thesis research work is divided into the following areas:
(1) Influence analysis of track stiffness on spacial coupling vibration between high-speed vehicles and turnouts
A complete spacial coupling vibration model between high-speed vehicles and turnouts is set up in this paper. In the model, the longitudinal variety of the fastener and bed stiffness are taken into account. By using the model, the influence analysis of vertical stiffness of the uneven distribution of high-speed turnouts on high-speed vehicles - turnouts coupling vibration performance is feasible. With this model, some analysis about track stiffness influence on the vibration performance of vehicles and turnouts are done. The results show that: track stiffness change has considerable influence on vibration of the movable part of high-speed vehicles, car body and turnouts.
(2) Study on dynamic track stiffness characteristics and its influencing factors of high-speed turnouts
dynamic track stiffness calculation model and solution methods of high-speed turnouts are firstly established, and dynamic track stiffness characteristics and its influencing factors of high-speed turnouts are also analyzed. The results show that: there are three resonance peak in various parts of ballest turnouts when frequency ranges from 0 to 250; there are one phase resonance peak in various parts of ballestless turnouts when frequency ranges from 0 to 300;fastener stiffness and damping have greater impact on dynamic stiffness of turnouts than bed stiffness
(3) Study on reasonable value of track stiffness and track-part stiffness in high-speed turnouts
Track stiffness components of high-speed turnouts and related calculational method have been detailed analyzed. Five criteria for evaluating reasonable track stiffness in high-speed turnout have been put forward: the vehicle running behavior, vibration intensity of track, the stress level of track, the deformation of track and coupling relation among track-part stiffness. A method how to determine track stiffness in high-speed turnouts has been established. Its core technologies include dynamic calculation between high-speed vehicles and turnouts, and analysis with dynamically expanded gauge. Finally, according to evaluation criteria of reasonable stiffness about high-speed turnouts and determination methods, some research are made on appropriate value of track stiffness with high-speed turnouts and reasonably coupling stiffness study among components. Some results from the following research can guide designs on fastener stiffness of passenger dedicated line.
(4) Study on distribution regularity of track stiffness and influence factors analysis in high-speed turnouts
Using the finite element method, on the basis of considering some factors such as the rail types, fastener, bed, block space and sliding plate which have impact on track stiffness, a complete calculation model which determine the track stiffness of high-speed turnouts is built and relative calculation program is written. Distribution regularity of track stiffness in turnouts on passenger dedicated line is analyzed through built calculation methods. Likely, some influence factors of track stiffness are studied such sliding plate linking、switch rail cut、block space which can distribute loads、fastener stiffness、bed stiffness. The study results can provide a basis for track stiffness homogenization at high-speed turnouts.
(5) Study on homogenization of track stiffness in high-speed turnouts
From some aspects such as stiffness values, track deformation and engineering feasibility, homogenization criteria of track stiffness in high-speed turnouts is firstly proposed. A new way to set uniform track stiffness by adjusting stiffness of the tie pad is explained. The calculation method about stiffness of the tie pad by using hyperelastic finite element theory is studied, and it can provide a theoretical foundation for stiffness design of the tie pads. Using homogenization criteria and methods which are described in the paper, some research is done on track stiffness homogenization of turnouts on passenger dedicated line and some corresponding engineering schemes are provided. In addition, Field test on track stiffness of turnouts was carried out, the test results show that the way of track stiffness homogenization in high-speed turnouts is reasonable, and calculation theory on track stiffness in high-speed turnouts is accurate.
(6) Study on reasonable stiffness of the transition section around high-speed turnouts
On the basis of analysis about structure characteristics of the transition section around high-speed turnouts, a method is established for its dynamic analysis. Some principle and evaluation index are set up for reasonably disposing the stiffness of the transition section around high-speed turnouts. By using the dynamic analysis method in this paper, the dynamic characteristics when vehicles passing the transition section around high-speed turnouts are analyzed, and some influence factors such as transition stiffness variance, the running directions and velocity are also analyzed. Lastly, the reasonable stiffness of the transition section around turnouts on passenger dedicated line is studied, and the study results can guide stiffness design of the transition section.
引文
[1]钱立新.世界高速铁路技术[M].北京:中国铁道出版社,2003
[2]华茂岜.中国铁路提速之路[M].北京:中国铁道出版社,2002
[3]顾培雄.关于道岔现状及其发展问题[J].铁道建筑,1995(4):1-6
[4]沈长耀.60kg/m钢轨12号提速道岔研制情况[J].铁道标准设计,1997(3):3-6
[5]侯爱滨.60kg/m钢轨18号提速道岔研究与设计[J].铁道标准设计,1998(6):25-26
[6]杨卫平.法国高速铁路道岔技术特性[J].中国铁路,2006(8):40-41
[7]郭富安.国外高速铁路的道岔设计[J].中国铁路,2006(2):48-50
[8]王树国.客运专线18号有砟道岔铺设及验收标准的研究[J].铁道建筑,2007(6):81-83
[9]杨西.客运专线铁路道岔的研制[J].铁道标准设计,2006(增刊):173-176
[10]卢祖文.我国铁路道岔的现状及发展[J].中国铁路,2004(5):11-14
[11]沈长耀.我国铁路道岔整体技术发展的新阶段[J].铁道工程学报,2005(1):51-60
[12]王树国.客运专线60 kgPm钢轨18号有砟道岔研究进展[J].铁道建筑,2008(1):79-83
[13]李景东.欧洲铁路的曲线原理和道岔结构[J].铁道技术监督,2006,34(8):21-23
[14]王树国,顾培雄.客专道岔技术研究[J].中国铁路,2007(8):21-25
[15]韩启孟.高速铁路道岔及区间渡线设计分析[J].铁道标准设计,2000,20(2):2-6
[16]涂荣昌.高速铁路道岔结构与材质[J].中国铁道科学,1999,19(1):95-108
[17]顾经文.我国直向高速道岔的研究与设计[J].铁道建筑,1997(2):5-8
[18]李毅,董彦录.提速道岔试制[J].铁道标准设计,1997(3):37-39
[19]顾经文.重载可动心轨道岔的研究[J].中国铁道科学,1999,20(2):53-60
[20]纪晏宁.提速与道岔转换[J].铁道通信信号,1997,33(4):5-7
[21]王成国.MSC.ADAMS/Rail基础教程[M].北京:科学出版社,2005
[22]翟婉明.车辆-轨道耦合动力学(第三版)[M].北京:科学出版社,2007
[23]王平.道岔区轮轨系统动力学的研究[D].成都:西南交通大学博士学位论文,1997
[24]练松良.轨道动力学[M].上海:同济大学出版社,2003
[25]王福天.车辆系统动力学[M].北京:中国铁道出版社,1994
[26]王开文.车轮接触点迹线及轮轨接触几何参数的计算[J].西南交通大学学报,1984,(1):89-99
[27]刘新明.轮轨接触几何参数计算[J].铁道车辆,1993,(7):25-27
[28]罗赞,金鼎昌.轮轨三维接触的快速算法[J].铁道学报,1989,(3):109-117
[29]李成辉.轨道结构振动理论及应用研究[D].成都:西南交通大学博士学位论文,1996
[30]于建华,谢用九,魏泳涛.高等结构动力学[M].成都:四川大学出版社,2001
[31]朱佰芳.有限单元法原理与应用(第二版)[M].北京:中国水利水电出版社,1998
[32]Shen Z Y,Hedrick J K,Elkins J A.A comparison of alternative creep force models for rail vehicle dynamic analysis.Proceedings of 8th IAVSD symposium,MIT,Cambridge,1983,591-605
[33]Kalker J J.On the rolling contact of two elastic bodies in the presence of dry friction.Ph.D.Dissertation,Delft University of Technology,Delft,Netherlands,1967
[34]孙翔.确定轮轨接触椭圆的直接方法[J].西南交通大学学报,1985,(4)
[35]西南交通大学道路与铁道工程系.轨道刚度对轨道和列车动力性能影响的仿真分析报告[R].铁道部科技发展计划项目(98G31-D)研究报告,2001
[36]张远荣.可动心轨辙叉道岔对高速运行条件的适应性[D].北京:中国铁道科学研究院硕士学位而论文,1988
[37]铁道科学研究院铁道建筑研究所.胶济线18号客专道岔动态测试报告[R].铁道部科技发展计划项目研究报告,2006
[38]铁道科学研究院.遂渝无砟轨道试验段综合实车试验-岔区无砟轨道结构和可动心轨道岔动力性能试验报告[R].铁道部科技发展计划项目研究报告,2007
[39]詹斐生.平稳性指标的历史回顾(上)[J].铁道机车车辆,1994,第4期
[40]詹斐生.平稳性指标的历史回顾(中)[J].铁道机车车辆,1995,第1期
[41]詹斐生.平稳性指标的历史回顾(下)[J].铁道机车车辆,1995,第1期
[42]ISO 2631(E)-1974,Guide for evaluation of human exposure to whole-body[S].
[43]ISO 2631-2001,Mechanical vibration and shock-Evaluation of human exposure to whole-body,Part4:Guidelines for the evaluation of the effects of vibration and rotational motion on passenger and crew comfort in fixed-guideway transport system[S].
[44]ENV12299-1999,Railway applications-Ride comfort for passenger-Measurement and evaluation[S].
[45]蔡成标.高速铁路列车.线路-桥梁耦合振动学理论与应用研究[D].成都:西南交通大学博士学位论文,2004
[46]罗林,张格明,吴旺青等.轮轨系统轨道平顺状态的控制[M].北京:中国铁道出版社,2006
[47]中华人民共和国铁道部.京沪高速铁路设计暂行规定(上册)[S].北京:中国铁道出版社,2003
[48]中华人民共和国铁道部.客专道岔暂行技术条件(试行)[S].北京:中国铁道出版社,2006
[49]周昌玉,贺小华.有限元分析的基本方法及工程应用[M].北京:化学工业出版社,2006
[50]西南交通大学.客专道岔国产化研究-道岔设计理论研究与动力仿真分析报告[R].铁道部科技发展计划项目(2005G034-A)研究报告,2006
[51]张格明,罗林.轨检车测取的轨道谱精度分析[J].铁道学报,1999,21 (3):67-71
[52]周文,刘学毅.高速道岔尖轨矫直的有限元分析[J].西南交通大学学报,2008,43(1):82-86
[53]李新东,卢桂云,熊嘉阳.高速道岔区动力响应的仿真研究[J].铁道车辆辆.2006,44(3):5-9
[54]蔡小培,李成辉.高速道岔辙叉区轮轨接触不平顺[J].西南交通大学学报,2008,43(1):86-90
[55]王平.道岔区轮轨系统空间耦合振动模型及其应用[J].西南交通大学学报,1998,33(3):284-289
[56]王平.道岔转辙器部分的力学特性分析[J].铁道学报,2000;22(1):79-82
[57]王平,刘学毅,万复光.列车-可动心轨式道岔空间耦合系统动力分析[J].铁道学报,1999,21(3):72-76
[58]王平,万复光.列车与可动心轨道岔的耦合振动及仿真分析研究[J].中国铁道科学,1999,20(3):20-30
[59]王平.列车在道岔中的运行稳定性分析[J].西南交通大学学报,2000,35(1):28-31
[60]翟婉明,王开云.机车车辆侧向通过道岔时的运行安全性评估[J].同济大学学报,2004,32(3):382-386
[61]赵国堂.高速铁路道岔区动力响应的模拟研究[J].中国铁道科学,1996,17(4):90-94
[62]赵曦.固定式辙叉区轮轨动力有限元分析及其弹性值的优选[D].铁道部科学研究院硕士论文,1988
[63]王平.钢岔枕的力学特性分析及其改进措施[J].铁道建筑,2000(1):8-10
[64]Ren Z S,et al.Study on lateral dynamic characteristics of vehicle/turnout system[J].Vehicle System Dynamics,2005,23(4):285-303
[65]Elias K,et al.Simulation of dynamic interaction between train and railway turnout[J].Vehicle System Dynamics.2006,44(3):247-285
[66]Hiroyuki K,et al.Dynamic analysis of the vehicle running on turnout at high speed considering longitudinal variation of rail profiles.Proceedings of the ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference - DETC2005,2005,2149-2154
[67]Yasuo S,et al.Characteristics of lateral force acting at guard rail on turnout[J].Q Rep RTRI(Jpn),1988,29(2):62-66
[68]Clasa A,Tore D.Load impacts at railway turnout crossing[J].Vehicle System Dynamics,2000,33(suppl):131-142
[69]翟婉明,任尊松.提速列车与道岔的垂向相互作用研究[J].铁道学报,1998,20(3):34-39
[70]吴安伟,罗赟.变截面道岔振动特性研究[J].铁道建筑,2006(4):82-85
[71]任尊松.车辆-道岔系统动力学研究[D].成都:西南交通大学博士学位论文,2000
[72]任尊松,何小河.道岔区轮轨间隙动态变化特性研究[J].北京交通大学学报,2007,31(1):22-26
[73]任尊松,何小河.道岔区轮轨力转移与分配特性研究[J].中国铁道科学,2008,29(1):1-6
[74]任尊松,翟婉明,王其昌.轮轨接触几何关系在道岔系统动力学中的应用[J].铁道学报,2001,23(5):11-15.
[75]任尊松.铁道车辆通过道岔时的动力模拟计算[D].成都:西南交通大学硕士论文,1997
[76]Andersson C,Dahlberg T.Wheel/rail impacts at a railway turnout crossing.Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit,1998,212(2):123-134
[77]罗赞,吴安伟.动车组与单节车侧向通过道岔动力学性能比较[J].机车电传动,2007(1):5-8
[78]谭晓春,罗雁云.高速道岔辙叉区动力响应仿真分析[J].科学技术与工程,2007,7(23):6252-6256
[79]汤奇志,马大炜,时颢.高速铁路对道岔侧向最高允许通过速度的要求[J].中国铁道科学,2004,25(3):109-114
[80]Schmid R,et al.Computer simulation of the Dynamical Behavior of a Railway Bogie passing a switch[J],vehicle system dynamics,1994,23:481-499.
[81]刘学毅,王平,万复光.轮轨空间耦合振动分析模型及其应用[J].铁道 学报,1998;(3):102-108
[82]Schupp G,et al.Modelling theContact Between wheel and Rail Within Multibody System simulation[J].vehicle system dynamics,2004,41:349-364.
[83]侯文英.道岔区刚度及其合理匹配[J].铁道标准设计.2007(3):7-11
[84]张卫华.空间状态轮轮(轨)接触点计算方法[J].中国铁道科学,2006,27(4):76-79.
[85]雷晓燕.移动荷载作用下轨道基础刚度突变对轨道振动的影响[J].振动工程学报,2006;19(2):195-199
[86]段桂平,练松良,刘扬.快速线路轨道刚度合理值的研究[J].华东交通大学学报,2006,23(5):58-62
[87]陈小平,王平.无砟道岔轨道刚度分布规律及均匀化[J].西南交通大学学报,2006,41(4):447-451.
[88]王平,刘学毅,寇忠厚.道岔竖向刚度沿线路纵向分布规律的探讨[J].西南交通大学学报,1999,34(2):143-147
[89]宫全美,张达石.高速铁路地基刚度的合理取值范围[J].同济大学学报,2004,32(10):1390-1393
[90]刘丽波,王午生,刘卫星.铁路碎石道床静刚度的试验研究[J].上海铁道大学学报[J],2000,21(4):1-6
[91]赫丹,向俊,曾庆元.轨道刚度变化对高速列车-板式轨道系统振动响应的影响分析[J].西安建筑科技大学学报,2006,38(4):559-563
[92]翟婉明,蔡成标,王开云.轨道刚度对列车走行性能的影响[J].铁道学报,2000,22(6):80-83
[93]蔡袁强,孙宏磊,徐长节.轨道刚度对路轨系统及饱和地基动力响应的影响[J].岩土工程学报,2007,29(12):1787-1793
[94]张格明.轨道刚度合理值评价指标的研究[J].中国铁道科学,2002,23(1):51-57
[95]Lyon D.The calculation of track forces due to dipped rail joints,wheel fiats and rail welds.The Second ORE Colloquium on Technical Computer Programs,May 1972
[96]Jenkins H H,et al.The effect of track and vehicle parameters on wheel/rail vertical dynamic forces[J].Railway Engineering Journal,1974,3(1):2-16
[97]Newton S G,Clark R A.An investigation into the dynamic effects on the track of wheel flats on railway vehicles[J].Journal of Mechanical Engineering Science,1979,21(4):287-297
[98]Clark R A,Dean P A,Elkins J A & Newton S G.An investigation into the dynamic effects of railway vehicle running on corrugated rails[J].Journal of Mechanical Engineering Science,1982,24(2):65-76
[99]Ahlbeck D R,et al.The development of analytical models for railroad track dynamics.Railroad Track Mechanics & Technology,Pergamon Press 1978
[100]佐藤裕著,卢肇英译.轨道力学[M].北京:中国铁道出版社,1981
[101]李定清.轮轨垂向相互动力作用及其动力响应[J].铁道学报,1987,9(1):1-8
[102]许实儒,徐维杰,仲延禧.钢轨接头处轮轨冲击力的模拟分析[J].铁道学报,工务工程专集,1989
[103]王澜.轨道结构随机振动理论及其在轨道结构减振中的应用[D].北京:铁道科学研究院博士学位论文,北京,1988
[104]翟婉明.车辆.轨道垂向耦合动力学[D].成都:西南交通大学博士学位论文,1991.
[105]翟婉明.车辆.轨道垂向系统的统一模型及其耦合动力学原理[J].铁道学报,1992,14(3):10-21.
[106]翟婉明,孙翔,詹斐生.机车车辆与轨道垂向相互作用的计算机仿真研究[J].中国铁道科学,1993,14(1):42-50.
[107]Zhai Wanming,Sun Xiang.A Detailed Model for Investigating Vertical Interact ion between Railway Vehicle and T rack[J].Vehicle System Dynamics,1994,23(Supplement):603-615
[108]翟婉明.铁道车辆在刚性及弹性轨道模型上的振动模拟分析[J].铁道车辆,1994,(1):15-20.
[109]翟婉明.高速铁路轮轨冲击振动的特征及其控制原理[J].铁道学报,1995,17(3):28-33.
[110]翟婉明,蔡成标,史炎,王其昌.车辆-轨道相互作用统一模型及软件的试验验证[J].铁道学报,1996,18(4):42-46.
[111]Zhai W M,Cai C B,Guo S Z.Coupling Model of Vertical and Lateral Vehicle/track Interactions[J].Vehicle System Dynamics,1996,26(1):61-79
[112]Zhai W,Cai Z.Dynamic Interaction between a Lumped Mass Vehicle and a Discretely Supported Continuous Rail Track[J].Computers & Structures,1997,63(5):987-997
[113]翟婉明,任尊松.提速列车与道岔的垂向相互作用研究[J].铁道学报,1998,20(3):33-38.
[114]Zhai W M.Wheel/rail Dynamic Interactions on Turnouts.Proceedings of 12th International Wheelset Congress,Qingdao,September 1998,pp.447-451
[115]翟婉明,蔡成标,王开云.高速列车-轨道-桥梁动态相互作用原理及模型[J].土木工程学报,2005,38(11):132-137
[116]Zhai W M,True H.Vehicle/track Dynamics on a Ramp and on the Bridge:Simulation and Measurements.Vehicle System Dynamics,1999,33(Supplement):604-615
[117]翟婉明,蔡成标,王其昌,卢祖文,吴细水.列车提速对线路的动力影响研究与对策[J].中国铁道科学,2000,21(3):11-20.
[118]Zhai W M,Cai C B,Wang Q C,Lu Z W and Wu X S.Dynamic Effects of Vehicles on Tracks in the case of Raising Train Speed[J].Journal of Rail and Rapid Transit.2001,215(F2):125-135
[119]Ripke B,Knothe K.Simulation of High Frequency Vehicle-track Interactions[J].Vehicle System Dynamics,1995,24(Supp 1.):72-85
[120]Oscarsson J,Dahlberg T.Dynamic Train/Track/Ballast Interaction computer Models and Full-scale Experiments[J].Vehicle System Dynamics,1998,28(Supp 1.):73-84
[121]Auersch L.Vehicle-track interaction and Soil Dynamics[J].Vehicle System Dynamics,1998,28(Supp 1.):553-558
[122]Drozdziel J,Sowinski B,Groll W.The Effect of Railway Vehicle-track System Geometric Deviation on its Dynamics in the Turnout Zone[J].Vehicle System Dynamics,1999,33(Supp 1.):641-652
[123]Gurule S,Wilson N.Simulation of Wheel/rail Interaction in Turnouts and Special Track work[J].Vehicle System Dynamics,1999,33(Supp 1.):143-154
[124]Oscarsson J.Dynamic Train-track-ballast Interaction with Unevenly Distributed Track Properties.17th IAVSD Symposium on Dynamics of Vehicles on Roads and on Tracks,Lyngby,Denmark,2001
[125]Dietz S,Hippmann G,Schupp G.Interaction of vehiclesand flexible tracks by co-simulation of multibody vehiclesystems and finite element track models[J].VehicleSystem Dynamics Supplement,2003,37:372-384
[126]Andersson C,Abrahamsson T.Simulation of interactionbetween a train in general motion and a track[J].VehicleSystem Dynamics,2002,38(6):433-455
[127]李德建,曾庆元.列车-直线轨道空间耦合时变系统振动分析[J].铁道学报,1997,19(1):101-107
[128]金玉云.机车车辆/轨道系统垂向耦合动力学有限元分析的研究[D].北京:铁道部科学研究院博士学位论文,2000.
[129]陈果.车辆-轨道耦合系统随机振动分析[D].成都:西南交通大学博士学位论文,2000年
[130]王开云,翟婉明,蔡成标.车辆在弹性轨道结构上的横向稳定性分析[J].铁道车辆,2001(7):1-4
[131]王其昌,蔡成标,罗强,蔡英.高速铁路路桥过渡段轨道折角限值分析[J].铁道学报,1998,20(3):109-113
[132]罗强,蔡英,翟婉明.高速铁路路桥过渡段的动力学性能分析[J].工程力学,1999,16(5):65-70
[133]罗强,蔡英.高速铁路路桥过渡段变形限值与合理长度研究[J].铁道标准设计,2000,(6):2-4
[134]蔡成标,翟婉明,赵铁军,田利民,王志朋.列车通过路桥过渡段时的动力作用研究[J],交通运输工程学报,200l,1(1):17-19
[135]蔡成标,刘建新,翟婉明.客专道岔前后轨道刚度过渡段动力学研究[J].中国铁道科学,2007,28(3):18-22
[136]孔祥仲,刘伟,蔡成标等.板式轨道过渡段刚度设计计算方法[J].铁道标准设计,2000(9):7-9
[137]蔡成标,翟婉明,王其昌.不同轨下基础轨道连接的动力特性分析[J],铁道学报,2002,24(2):79-82
[138]毛得军,雷晓燕,杜厚智.提速线路轨道过渡段动力响应分析[J].华 东交通大学学报,2001,18(1):35-40
[139]王于,翟婉明,王其昌,林良明.一种确定轨道过渡段长度的新方法[J].铁道工程学报,1999(4):25-28
[140]雷晓燕.轨道过渡段刚度突变对轨道振动的影响[J].中国铁道科学,2006,27(5):42-45
[141]刘富,练松良.轨道纵向刚度变化对快速列车轮轨受力的影响[J].同济大学学报,2001,29(11):1276-1281
[142]姚力,颜华,蔡成标.遂渝线无砟道岔前后轨道刚度过渡段动力学设计[J].铁道工程学报,2006(7):37-40
[143]Cooperider N K,Law E H,Hull R,Kadala P S,Tuten J M.Analytical and Experimental Determination of Nonlinear Wheel/Rail Geometric Constraints.Symposium on Railroad Equipment Dynamics,Trans.ASME,April 1976
[144]Hull R,Cooperider N K.Influence of Nonlinear Wheel/Rail Contact Geometry on Stability of Rail Vehicle[J].Journal of Engineering for Industry,Trans.ASME,99(1),1977
[145]杨国桢.磨耗形踏面轮轨几何参数[J].铁道车辆,1980(10-12)
[146]严隽耄.具有任意轮廓形状的轮轨空间几何约束的研究[J].西南交通大学学报,1983(3)
[147]严隽耄,王开文.锥形及磨耗形踏面轮对的空间轮轨接触几何约束特点[J].铁道学报,1985(6)
[148]王开文.车轮接触点迹线及轮轨基础几何参数的计算[J].西南交通大学学报,1984(1)
[149]严隽耄,尹作忠,郭宝立,王开文.轮轨接触几何关系实验研究[J].铁道车辆,1983(6)
[150]孙翔,金鼎昌.磨耗形踏面与钢轨的两点接触[J].西南交通大学学报,1985(2)
[151]罗赟,金鼎昌.轮轨三维接触的快速算法[J].铁道学报,1989,11(3)
[152]郭仕章,蔡成标,翟婉明,王其昌.车辆-轨道系统横向耦合动力学的研究[J].铁道学报,1994,16(增刊)
[153]Johnson K L.The effect of a tangential contact force upon the rolling motion of an elastic sphere on a plane[J].J.Appl.Mech.Vol.25 1958:339-346
[154]Vermeulen P J,Johnson K L.Contact of non-spherical bodies transmitting tangential forces[J].J.Appl.Mech.Vol.31 1964:338-340
[155]Kalker J J.On the rolling contact of two elastic bodies in the presence of dry friction[D].Ph.D Thesis,Delft,The Netherland,1967
[156]Kalker J J.Simplified theory of rolling contact.Delft Progress Report 1,1973
[157]Kalker J J.Three-dimensional elastic bodies in rolling contact.Kluwer Acadmic Publishers,Dordrecht,1990
[158]Kalker J J.Wheel-rail rolling contact theory.Wear 144,1991:243-281
[159]Shen Z Y,Hedric J K,Elkins J A.A comparison of alternative creep-force models for rail vehicle dynamic analysis.Proc.8~(th)IAVSD Symp.,Cambridge
[160]金学松,张立民.轮轨蠕滑力分析计算中几种蠕滑力模型的比较[J].铁道学报,1998,20(增刊):56-61
[161]铁道部铁道科学研究院铁道建筑研究所.轨道刚度合理评价指标的研究[R].铁道部科技发展计划项目(98G31A)研究报告,2001
[162]蔡成标,王其昌.30号无缝道岔钢轨温度力与位移计算分析[J].铁道学报,1999,21(4):51-53
[163]孙大新,高亮,刘衍峰.桥上无砟轨道无缝道岔力学特性分析[J].北京交通大学学报,2007,31(1):89-92
[164]赵坪锐,杨荣山,王平,刘学毅.客运专线无缝道岔心轨跟端传力结构研究[J].中国铁道科学,2007,28(4):40-44
[165]谷爱军,范俊杰,高亮.60 kgpm钢轨12号固定辙叉无缝道岔铺设的理论计算分析[J].北京交通大学学报,1999,23(1):65-68
[166]马战国.固定式道岔钢轨纵向力及位移量分析[J].铁道建筑,1998(9):11-14
[167]蔡成标,翟婉明,王其昌.无缝道岔钢轨纵向力与位移的研究[J].铁道学报,1997,19(1):83-88
[168]耿建增,范俊杰,于胜利,陈岳源.用有限元法分析无缝道岔的受力与变形[J].北方交通大学学报,1996,20(5):550一553
[169]何华武.无砟轨道技术[M].北京:中国铁道出版社,2005
[170]侯德杰.锰钢辙叉伤损的调查分析及改进建议[J].铁道建筑,1993(5):8-11
[171]刘学毅,印洪.钢轨波形磨耗的影响因素及减缓措施[J].西南交通大学学报,2002,37(5):483.487.
[172]刘学毅.钢轨波形磨耗成因研究[D].成都:西南交通大学博士学位论文,1996
[173]金学松,刘启跃.轮轨摩擦学[M].北京:中国铁道出版社,2004
[174]顾经文.高锰钢整铸辙叉的垂直不平顺及其与机车车辆的相互作用[D].北京:铁道科学研究院硕士论文,1982
[175]范佳.固定式辙叉竖向荷载的计算分析[J].北京:铁道科学研究院硕士论文,1985
[176]朱剑月,顾福明,罗雁云.道岔尖轨轨下刚度改变对轮轨动力性能的影响[J].同济大学学报,2002,30(2):198-202
[177]陈小平,王平.地铁道岔间隔铁式活接头螺栓强度及疲劳分析[J].铁道建筑,2006(6):66-68
[178]陈小平,王平,陈嵘.弹性支承块式无砟轨道的减振机理[J].铁道学报,2007,29(5):69-72
[179]陈小平,王平,陈嵘.一种确定弹性支承块式无砟轨道刚度的新方法[J].铁道标准设计,2008(2):1-4
[180]铁道科学研究院铁道建筑研究所.既有线轨道刚度及部件刚度统计特征的研究[R].铁道部科技发展计划项目(98G31-B)研究报告,2001
[181]铁道科学研究院铁道建筑研究所.客运专线无砟轨道无缝线路设计标准的研究[R].铁道科学研究院项目研究报告,2007
[182]罗雁云,朱剑月.线路道岔轨下刚度改变对轮轨动力性能影响研究[J].电力机车与城轨车辆,2004,27(5):9-12
[183]刘衍峰,高亮.铁路无缝道岔计算理论的优化探讨[J].铁道标准设计,2005(4):9-12
[184]陶凯,高亮,陈鹏.桥上无缝交叉渡线纵横向耦合模型[J].都市快轨交通,2007,20(3):33-35
[185]刘衍峰,高亮,冯雅薇.桥上无缝道岔受力与变形的有限元分析[J].北 京交通大学学报,2006,30(1):66-70
[186]赵国堂.铁路轨道刚度的确定方法[J].中国铁道科学,2005,26(1):1-6
[187]刘学毅.轨道刚度的影响分析及动力学优化[J].西南交通大学学报,2004,39(1):1-5
[2]华茂岜.中国铁路提速之路[M].北京:中国铁道出版社,2002
[3]顾培雄.关于道岔现状及其发展问题[J].铁道建筑,1995(4):1-6
[4]沈长耀.60kg/m钢轨12号提速道岔研制情况[J].铁道标准设计,1997(3):3-6
[5]侯爱滨.60kg/m钢轨18号提速道岔研究与设计[J].铁道标准设计,1998(6):25-26
[6]杨卫平.法国高速铁路道岔技术特性[J].中国铁路,2006(8):40-41
[7]郭富安.国外高速铁路的道岔设计[J].中国铁路,2006(2):48-50
[8]王树国.客运专线18号有砟道岔铺设及验收标准的研究[J].铁道建筑,2007(6):81-83
[9]杨西.客运专线铁路道岔的研制[J].铁道标准设计,2006(增刊):173-176
[10]卢祖文.我国铁路道岔的现状及发展[J].中国铁路,2004(5):11-14
[11]沈长耀.我国铁路道岔整体技术发展的新阶段[J].铁道工程学报,2005(1):51-60
[12]王树国.客运专线60 kgPm钢轨18号有砟道岔研究进展[J].铁道建筑,2008(1):79-83
[13]李景东.欧洲铁路的曲线原理和道岔结构[J].铁道技术监督,2006,34(8):21-23
[14]王树国,顾培雄.客专道岔技术研究[J].中国铁路,2007(8):21-25
[15]韩启孟.高速铁路道岔及区间渡线设计分析[J].铁道标准设计,2000,20(2):2-6
[16]涂荣昌.高速铁路道岔结构与材质[J].中国铁道科学,1999,19(1):95-108
[17]顾经文.我国直向高速道岔的研究与设计[J].铁道建筑,1997(2):5-8
[18]李毅,董彦录.提速道岔试制[J].铁道标准设计,1997(3):37-39
[19]顾经文.重载可动心轨道岔的研究[J].中国铁道科学,1999,20(2):53-60
[20]纪晏宁.提速与道岔转换[J].铁道通信信号,1997,33(4):5-7
[21]王成国.MSC.ADAMS/Rail基础教程[M].北京:科学出版社,2005
[22]翟婉明.车辆-轨道耦合动力学(第三版)[M].北京:科学出版社,2007
[23]王平.道岔区轮轨系统动力学的研究[D].成都:西南交通大学博士学位论文,1997
[24]练松良.轨道动力学[M].上海:同济大学出版社,2003
[25]王福天.车辆系统动力学[M].北京:中国铁道出版社,1994
[26]王开文.车轮接触点迹线及轮轨接触几何参数的计算[J].西南交通大学学报,1984,(1):89-99
[27]刘新明.轮轨接触几何参数计算[J].铁道车辆,1993,(7):25-27
[28]罗赞,金鼎昌.轮轨三维接触的快速算法[J].铁道学报,1989,(3):109-117
[29]李成辉.轨道结构振动理论及应用研究[D].成都:西南交通大学博士学位论文,1996
[30]于建华,谢用九,魏泳涛.高等结构动力学[M].成都:四川大学出版社,2001
[31]朱佰芳.有限单元法原理与应用(第二版)[M].北京:中国水利水电出版社,1998
[32]Shen Z Y,Hedrick J K,Elkins J A.A comparison of alternative creep force models for rail vehicle dynamic analysis.Proceedings of 8th IAVSD symposium,MIT,Cambridge,1983,591-605
[33]Kalker J J.On the rolling contact of two elastic bodies in the presence of dry friction.Ph.D.Dissertation,Delft University of Technology,Delft,Netherlands,1967
[34]孙翔.确定轮轨接触椭圆的直接方法[J].西南交通大学学报,1985,(4)
[35]西南交通大学道路与铁道工程系.轨道刚度对轨道和列车动力性能影响的仿真分析报告[R].铁道部科技发展计划项目(98G31-D)研究报告,2001
[36]张远荣.可动心轨辙叉道岔对高速运行条件的适应性[D].北京:中国铁道科学研究院硕士学位而论文,1988
[37]铁道科学研究院铁道建筑研究所.胶济线18号客专道岔动态测试报告[R].铁道部科技发展计划项目研究报告,2006
[38]铁道科学研究院.遂渝无砟轨道试验段综合实车试验-岔区无砟轨道结构和可动心轨道岔动力性能试验报告[R].铁道部科技发展计划项目研究报告,2007
[39]詹斐生.平稳性指标的历史回顾(上)[J].铁道机车车辆,1994,第4期
[40]詹斐生.平稳性指标的历史回顾(中)[J].铁道机车车辆,1995,第1期
[41]詹斐生.平稳性指标的历史回顾(下)[J].铁道机车车辆,1995,第1期
[42]ISO 2631(E)-1974,Guide for evaluation of human exposure to whole-body[S].
[43]ISO 2631-2001,Mechanical vibration and shock-Evaluation of human exposure to whole-body,Part4:Guidelines for the evaluation of the effects of vibration and rotational motion on passenger and crew comfort in fixed-guideway transport system[S].
[44]ENV12299-1999,Railway applications-Ride comfort for passenger-Measurement and evaluation[S].
[45]蔡成标.高速铁路列车.线路-桥梁耦合振动学理论与应用研究[D].成都:西南交通大学博士学位论文,2004
[46]罗林,张格明,吴旺青等.轮轨系统轨道平顺状态的控制[M].北京:中国铁道出版社,2006
[47]中华人民共和国铁道部.京沪高速铁路设计暂行规定(上册)[S].北京:中国铁道出版社,2003
[48]中华人民共和国铁道部.客专道岔暂行技术条件(试行)[S].北京:中国铁道出版社,2006
[49]周昌玉,贺小华.有限元分析的基本方法及工程应用[M].北京:化学工业出版社,2006
[50]西南交通大学.客专道岔国产化研究-道岔设计理论研究与动力仿真分析报告[R].铁道部科技发展计划项目(2005G034-A)研究报告,2006
[51]张格明,罗林.轨检车测取的轨道谱精度分析[J].铁道学报,1999,21 (3):67-71
[52]周文,刘学毅.高速道岔尖轨矫直的有限元分析[J].西南交通大学学报,2008,43(1):82-86
[53]李新东,卢桂云,熊嘉阳.高速道岔区动力响应的仿真研究[J].铁道车辆辆.2006,44(3):5-9
[54]蔡小培,李成辉.高速道岔辙叉区轮轨接触不平顺[J].西南交通大学学报,2008,43(1):86-90
[55]王平.道岔区轮轨系统空间耦合振动模型及其应用[J].西南交通大学学报,1998,33(3):284-289
[56]王平.道岔转辙器部分的力学特性分析[J].铁道学报,2000;22(1):79-82
[57]王平,刘学毅,万复光.列车-可动心轨式道岔空间耦合系统动力分析[J].铁道学报,1999,21(3):72-76
[58]王平,万复光.列车与可动心轨道岔的耦合振动及仿真分析研究[J].中国铁道科学,1999,20(3):20-30
[59]王平.列车在道岔中的运行稳定性分析[J].西南交通大学学报,2000,35(1):28-31
[60]翟婉明,王开云.机车车辆侧向通过道岔时的运行安全性评估[J].同济大学学报,2004,32(3):382-386
[61]赵国堂.高速铁路道岔区动力响应的模拟研究[J].中国铁道科学,1996,17(4):90-94
[62]赵曦.固定式辙叉区轮轨动力有限元分析及其弹性值的优选[D].铁道部科学研究院硕士论文,1988
[63]王平.钢岔枕的力学特性分析及其改进措施[J].铁道建筑,2000(1):8-10
[64]Ren Z S,et al.Study on lateral dynamic characteristics of vehicle/turnout system[J].Vehicle System Dynamics,2005,23(4):285-303
[65]Elias K,et al.Simulation of dynamic interaction between train and railway turnout[J].Vehicle System Dynamics.2006,44(3):247-285
[66]Hiroyuki K,et al.Dynamic analysis of the vehicle running on turnout at high speed considering longitudinal variation of rail profiles.Proceedings of the ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference - DETC2005,2005,2149-2154
[67]Yasuo S,et al.Characteristics of lateral force acting at guard rail on turnout[J].Q Rep RTRI(Jpn),1988,29(2):62-66
[68]Clasa A,Tore D.Load impacts at railway turnout crossing[J].Vehicle System Dynamics,2000,33(suppl):131-142
[69]翟婉明,任尊松.提速列车与道岔的垂向相互作用研究[J].铁道学报,1998,20(3):34-39
[70]吴安伟,罗赟.变截面道岔振动特性研究[J].铁道建筑,2006(4):82-85
[71]任尊松.车辆-道岔系统动力学研究[D].成都:西南交通大学博士学位论文,2000
[72]任尊松,何小河.道岔区轮轨间隙动态变化特性研究[J].北京交通大学学报,2007,31(1):22-26
[73]任尊松,何小河.道岔区轮轨力转移与分配特性研究[J].中国铁道科学,2008,29(1):1-6
[74]任尊松,翟婉明,王其昌.轮轨接触几何关系在道岔系统动力学中的应用[J].铁道学报,2001,23(5):11-15.
[75]任尊松.铁道车辆通过道岔时的动力模拟计算[D].成都:西南交通大学硕士论文,1997
[76]Andersson C,Dahlberg T.Wheel/rail impacts at a railway turnout crossing.Proceedings of the Institution of Mechanical Engineers,Part F:Journal of Rail and Rapid Transit,1998,212(2):123-134
[77]罗赞,吴安伟.动车组与单节车侧向通过道岔动力学性能比较[J].机车电传动,2007(1):5-8
[78]谭晓春,罗雁云.高速道岔辙叉区动力响应仿真分析[J].科学技术与工程,2007,7(23):6252-6256
[79]汤奇志,马大炜,时颢.高速铁路对道岔侧向最高允许通过速度的要求[J].中国铁道科学,2004,25(3):109-114
[80]Schmid R,et al.Computer simulation of the Dynamical Behavior of a Railway Bogie passing a switch[J],vehicle system dynamics,1994,23:481-499.
[81]刘学毅,王平,万复光.轮轨空间耦合振动分析模型及其应用[J].铁道 学报,1998;(3):102-108
[82]Schupp G,et al.Modelling theContact Between wheel and Rail Within Multibody System simulation[J].vehicle system dynamics,2004,41:349-364.
[83]侯文英.道岔区刚度及其合理匹配[J].铁道标准设计.2007(3):7-11
[84]张卫华.空间状态轮轮(轨)接触点计算方法[J].中国铁道科学,2006,27(4):76-79.
[85]雷晓燕.移动荷载作用下轨道基础刚度突变对轨道振动的影响[J].振动工程学报,2006;19(2):195-199
[86]段桂平,练松良,刘扬.快速线路轨道刚度合理值的研究[J].华东交通大学学报,2006,23(5):58-62
[87]陈小平,王平.无砟道岔轨道刚度分布规律及均匀化[J].西南交通大学学报,2006,41(4):447-451.
[88]王平,刘学毅,寇忠厚.道岔竖向刚度沿线路纵向分布规律的探讨[J].西南交通大学学报,1999,34(2):143-147
[89]宫全美,张达石.高速铁路地基刚度的合理取值范围[J].同济大学学报,2004,32(10):1390-1393
[90]刘丽波,王午生,刘卫星.铁路碎石道床静刚度的试验研究[J].上海铁道大学学报[J],2000,21(4):1-6
[91]赫丹,向俊,曾庆元.轨道刚度变化对高速列车-板式轨道系统振动响应的影响分析[J].西安建筑科技大学学报,2006,38(4):559-563
[92]翟婉明,蔡成标,王开云.轨道刚度对列车走行性能的影响[J].铁道学报,2000,22(6):80-83
[93]蔡袁强,孙宏磊,徐长节.轨道刚度对路轨系统及饱和地基动力响应的影响[J].岩土工程学报,2007,29(12):1787-1793
[94]张格明.轨道刚度合理值评价指标的研究[J].中国铁道科学,2002,23(1):51-57
[95]Lyon D.The calculation of track forces due to dipped rail joints,wheel fiats and rail welds.The Second ORE Colloquium on Technical Computer Programs,May 1972
[96]Jenkins H H,et al.The effect of track and vehicle parameters on wheel/rail vertical dynamic forces[J].Railway Engineering Journal,1974,3(1):2-16
[97]Newton S G,Clark R A.An investigation into the dynamic effects on the track of wheel flats on railway vehicles[J].Journal of Mechanical Engineering Science,1979,21(4):287-297
[98]Clark R A,Dean P A,Elkins J A & Newton S G.An investigation into the dynamic effects of railway vehicle running on corrugated rails[J].Journal of Mechanical Engineering Science,1982,24(2):65-76
[99]Ahlbeck D R,et al.The development of analytical models for railroad track dynamics.Railroad Track Mechanics & Technology,Pergamon Press 1978
[100]佐藤裕著,卢肇英译.轨道力学[M].北京:中国铁道出版社,1981
[101]李定清.轮轨垂向相互动力作用及其动力响应[J].铁道学报,1987,9(1):1-8
[102]许实儒,徐维杰,仲延禧.钢轨接头处轮轨冲击力的模拟分析[J].铁道学报,工务工程专集,1989
[103]王澜.轨道结构随机振动理论及其在轨道结构减振中的应用[D].北京:铁道科学研究院博士学位论文,北京,1988
[104]翟婉明.车辆.轨道垂向耦合动力学[D].成都:西南交通大学博士学位论文,1991.
[105]翟婉明.车辆.轨道垂向系统的统一模型及其耦合动力学原理[J].铁道学报,1992,14(3):10-21.
[106]翟婉明,孙翔,詹斐生.机车车辆与轨道垂向相互作用的计算机仿真研究[J].中国铁道科学,1993,14(1):42-50.
[107]Zhai Wanming,Sun Xiang.A Detailed Model for Investigating Vertical Interact ion between Railway Vehicle and T rack[J].Vehicle System Dynamics,1994,23(Supplement):603-615
[108]翟婉明.铁道车辆在刚性及弹性轨道模型上的振动模拟分析[J].铁道车辆,1994,(1):15-20.
[109]翟婉明.高速铁路轮轨冲击振动的特征及其控制原理[J].铁道学报,1995,17(3):28-33.
[110]翟婉明,蔡成标,史炎,王其昌.车辆-轨道相互作用统一模型及软件的试验验证[J].铁道学报,1996,18(4):42-46.
[111]Zhai W M,Cai C B,Guo S Z.Coupling Model of Vertical and Lateral Vehicle/track Interactions[J].Vehicle System Dynamics,1996,26(1):61-79
[112]Zhai W,Cai Z.Dynamic Interaction between a Lumped Mass Vehicle and a Discretely Supported Continuous Rail Track[J].Computers & Structures,1997,63(5):987-997
[113]翟婉明,任尊松.提速列车与道岔的垂向相互作用研究[J].铁道学报,1998,20(3):33-38.
[114]Zhai W M.Wheel/rail Dynamic Interactions on Turnouts.Proceedings of 12th International Wheelset Congress,Qingdao,September 1998,pp.447-451
[115]翟婉明,蔡成标,王开云.高速列车-轨道-桥梁动态相互作用原理及模型[J].土木工程学报,2005,38(11):132-137
[116]Zhai W M,True H.Vehicle/track Dynamics on a Ramp and on the Bridge:Simulation and Measurements.Vehicle System Dynamics,1999,33(Supplement):604-615
[117]翟婉明,蔡成标,王其昌,卢祖文,吴细水.列车提速对线路的动力影响研究与对策[J].中国铁道科学,2000,21(3):11-20.
[118]Zhai W M,Cai C B,Wang Q C,Lu Z W and Wu X S.Dynamic Effects of Vehicles on Tracks in the case of Raising Train Speed[J].Journal of Rail and Rapid Transit.2001,215(F2):125-135
[119]Ripke B,Knothe K.Simulation of High Frequency Vehicle-track Interactions[J].Vehicle System Dynamics,1995,24(Supp 1.):72-85
[120]Oscarsson J,Dahlberg T.Dynamic Train/Track/Ballast Interaction computer Models and Full-scale Experiments[J].Vehicle System Dynamics,1998,28(Supp 1.):73-84
[121]Auersch L.Vehicle-track interaction and Soil Dynamics[J].Vehicle System Dynamics,1998,28(Supp 1.):553-558
[122]Drozdziel J,Sowinski B,Groll W.The Effect of Railway Vehicle-track System Geometric Deviation on its Dynamics in the Turnout Zone[J].Vehicle System Dynamics,1999,33(Supp 1.):641-652
[123]Gurule S,Wilson N.Simulation of Wheel/rail Interaction in Turnouts and Special Track work[J].Vehicle System Dynamics,1999,33(Supp 1.):143-154
[124]Oscarsson J.Dynamic Train-track-ballast Interaction with Unevenly Distributed Track Properties.17th IAVSD Symposium on Dynamics of Vehicles on Roads and on Tracks,Lyngby,Denmark,2001
[125]Dietz S,Hippmann G,Schupp G.Interaction of vehiclesand flexible tracks by co-simulation of multibody vehiclesystems and finite element track models[J].VehicleSystem Dynamics Supplement,2003,37:372-384
[126]Andersson C,Abrahamsson T.Simulation of interactionbetween a train in general motion and a track[J].VehicleSystem Dynamics,2002,38(6):433-455
[127]李德建,曾庆元.列车-直线轨道空间耦合时变系统振动分析[J].铁道学报,1997,19(1):101-107
[128]金玉云.机车车辆/轨道系统垂向耦合动力学有限元分析的研究[D].北京:铁道部科学研究院博士学位论文,2000.
[129]陈果.车辆-轨道耦合系统随机振动分析[D].成都:西南交通大学博士学位论文,2000年
[130]王开云,翟婉明,蔡成标.车辆在弹性轨道结构上的横向稳定性分析[J].铁道车辆,2001(7):1-4
[131]王其昌,蔡成标,罗强,蔡英.高速铁路路桥过渡段轨道折角限值分析[J].铁道学报,1998,20(3):109-113
[132]罗强,蔡英,翟婉明.高速铁路路桥过渡段的动力学性能分析[J].工程力学,1999,16(5):65-70
[133]罗强,蔡英.高速铁路路桥过渡段变形限值与合理长度研究[J].铁道标准设计,2000,(6):2-4
[134]蔡成标,翟婉明,赵铁军,田利民,王志朋.列车通过路桥过渡段时的动力作用研究[J],交通运输工程学报,200l,1(1):17-19
[135]蔡成标,刘建新,翟婉明.客专道岔前后轨道刚度过渡段动力学研究[J].中国铁道科学,2007,28(3):18-22
[136]孔祥仲,刘伟,蔡成标等.板式轨道过渡段刚度设计计算方法[J].铁道标准设计,2000(9):7-9
[137]蔡成标,翟婉明,王其昌.不同轨下基础轨道连接的动力特性分析[J],铁道学报,2002,24(2):79-82
[138]毛得军,雷晓燕,杜厚智.提速线路轨道过渡段动力响应分析[J].华 东交通大学学报,2001,18(1):35-40
[139]王于,翟婉明,王其昌,林良明.一种确定轨道过渡段长度的新方法[J].铁道工程学报,1999(4):25-28
[140]雷晓燕.轨道过渡段刚度突变对轨道振动的影响[J].中国铁道科学,2006,27(5):42-45
[141]刘富,练松良.轨道纵向刚度变化对快速列车轮轨受力的影响[J].同济大学学报,2001,29(11):1276-1281
[142]姚力,颜华,蔡成标.遂渝线无砟道岔前后轨道刚度过渡段动力学设计[J].铁道工程学报,2006(7):37-40
[143]Cooperider N K,Law E H,Hull R,Kadala P S,Tuten J M.Analytical and Experimental Determination of Nonlinear Wheel/Rail Geometric Constraints.Symposium on Railroad Equipment Dynamics,Trans.ASME,April 1976
[144]Hull R,Cooperider N K.Influence of Nonlinear Wheel/Rail Contact Geometry on Stability of Rail Vehicle[J].Journal of Engineering for Industry,Trans.ASME,99(1),1977
[145]杨国桢.磨耗形踏面轮轨几何参数[J].铁道车辆,1980(10-12)
[146]严隽耄.具有任意轮廓形状的轮轨空间几何约束的研究[J].西南交通大学学报,1983(3)
[147]严隽耄,王开文.锥形及磨耗形踏面轮对的空间轮轨接触几何约束特点[J].铁道学报,1985(6)
[148]王开文.车轮接触点迹线及轮轨基础几何参数的计算[J].西南交通大学学报,1984(1)
[149]严隽耄,尹作忠,郭宝立,王开文.轮轨接触几何关系实验研究[J].铁道车辆,1983(6)
[150]孙翔,金鼎昌.磨耗形踏面与钢轨的两点接触[J].西南交通大学学报,1985(2)
[151]罗赟,金鼎昌.轮轨三维接触的快速算法[J].铁道学报,1989,11(3)
[152]郭仕章,蔡成标,翟婉明,王其昌.车辆-轨道系统横向耦合动力学的研究[J].铁道学报,1994,16(增刊)
[153]Johnson K L.The effect of a tangential contact force upon the rolling motion of an elastic sphere on a plane[J].J.Appl.Mech.Vol.25 1958:339-346
[154]Vermeulen P J,Johnson K L.Contact of non-spherical bodies transmitting tangential forces[J].J.Appl.Mech.Vol.31 1964:338-340
[155]Kalker J J.On the rolling contact of two elastic bodies in the presence of dry friction[D].Ph.D Thesis,Delft,The Netherland,1967
[156]Kalker J J.Simplified theory of rolling contact.Delft Progress Report 1,1973
[157]Kalker J J.Three-dimensional elastic bodies in rolling contact.Kluwer Acadmic Publishers,Dordrecht,1990
[158]Kalker J J.Wheel-rail rolling contact theory.Wear 144,1991:243-281
[159]Shen Z Y,Hedric J K,Elkins J A.A comparison of alternative creep-force models for rail vehicle dynamic analysis.Proc.8~(th)IAVSD Symp.,Cambridge
[160]金学松,张立民.轮轨蠕滑力分析计算中几种蠕滑力模型的比较[J].铁道学报,1998,20(增刊):56-61
[161]铁道部铁道科学研究院铁道建筑研究所.轨道刚度合理评价指标的研究[R].铁道部科技发展计划项目(98G31A)研究报告,2001
[162]蔡成标,王其昌.30号无缝道岔钢轨温度力与位移计算分析[J].铁道学报,1999,21(4):51-53
[163]孙大新,高亮,刘衍峰.桥上无砟轨道无缝道岔力学特性分析[J].北京交通大学学报,2007,31(1):89-92
[164]赵坪锐,杨荣山,王平,刘学毅.客运专线无缝道岔心轨跟端传力结构研究[J].中国铁道科学,2007,28(4):40-44
[165]谷爱军,范俊杰,高亮.60 kgpm钢轨12号固定辙叉无缝道岔铺设的理论计算分析[J].北京交通大学学报,1999,23(1):65-68
[166]马战国.固定式道岔钢轨纵向力及位移量分析[J].铁道建筑,1998(9):11-14
[167]蔡成标,翟婉明,王其昌.无缝道岔钢轨纵向力与位移的研究[J].铁道学报,1997,19(1):83-88
[168]耿建增,范俊杰,于胜利,陈岳源.用有限元法分析无缝道岔的受力与变形[J].北方交通大学学报,1996,20(5):550一553
[169]何华武.无砟轨道技术[M].北京:中国铁道出版社,2005
[170]侯德杰.锰钢辙叉伤损的调查分析及改进建议[J].铁道建筑,1993(5):8-11
[171]刘学毅,印洪.钢轨波形磨耗的影响因素及减缓措施[J].西南交通大学学报,2002,37(5):483.487.
[172]刘学毅.钢轨波形磨耗成因研究[D].成都:西南交通大学博士学位论文,1996
[173]金学松,刘启跃.轮轨摩擦学[M].北京:中国铁道出版社,2004
[174]顾经文.高锰钢整铸辙叉的垂直不平顺及其与机车车辆的相互作用[D].北京:铁道科学研究院硕士论文,1982
[175]范佳.固定式辙叉竖向荷载的计算分析[J].北京:铁道科学研究院硕士论文,1985
[176]朱剑月,顾福明,罗雁云.道岔尖轨轨下刚度改变对轮轨动力性能的影响[J].同济大学学报,2002,30(2):198-202
[177]陈小平,王平.地铁道岔间隔铁式活接头螺栓强度及疲劳分析[J].铁道建筑,2006(6):66-68
[178]陈小平,王平,陈嵘.弹性支承块式无砟轨道的减振机理[J].铁道学报,2007,29(5):69-72
[179]陈小平,王平,陈嵘.一种确定弹性支承块式无砟轨道刚度的新方法[J].铁道标准设计,2008(2):1-4
[180]铁道科学研究院铁道建筑研究所.既有线轨道刚度及部件刚度统计特征的研究[R].铁道部科技发展计划项目(98G31-B)研究报告,2001
[181]铁道科学研究院铁道建筑研究所.客运专线无砟轨道无缝线路设计标准的研究[R].铁道科学研究院项目研究报告,2007
[182]罗雁云,朱剑月.线路道岔轨下刚度改变对轮轨动力性能影响研究[J].电力机车与城轨车辆,2004,27(5):9-12
[183]刘衍峰,高亮.铁路无缝道岔计算理论的优化探讨[J].铁道标准设计,2005(4):9-12
[184]陶凯,高亮,陈鹏.桥上无缝交叉渡线纵横向耦合模型[J].都市快轨交通,2007,20(3):33-35
[185]刘衍峰,高亮,冯雅薇.桥上无缝道岔受力与变形的有限元分析[J].北 京交通大学学报,2006,30(1):66-70
[186]赵国堂.铁路轨道刚度的确定方法[J].中国铁道科学,2005,26(1):1-6
[187]刘学毅.轨道刚度的影响分析及动力学优化[J].西南交通大学学报,2004,39(1):1-5
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |