Overview and outlook on railway track stiffness measurement
Tóm tắt
Từ khóa
Tài liệu tham khảo
Esveld C (2001) Modern railway track (second edition). MRT-Productions, Delft, pp 71–90
Zhang GM (2002) Research on right level of track structure stiffness and track-part stiffness. China Railw Sci 23(1):51–57
Liu L, Wang W, Liu W (2000) Experimental study of the static stiffness of ballast. J Shanghai Tiedao Univ 21(4):1–6
Liu W, Wang W (2002) Study on dynamic stiffness and damp measurement of railway crushed stone ballast. J China Railw Soc 24(6):99–104
Ooi LE, Ripin ZM (2011) Dynamic stiffness and loss factor measurement of engine rubber mount by impact test. Mater Des 32:1880–1887
Sussmann TR, Ebersöhn W, Selig ET (2001) Fundamental nonlinear track load-deflection behavior for condition evaluation. Transp Res Rec 1742:01–2916
Berggren E (2009) Railway track stiffness—Dynamic measurements and evaluation for efficient maintenance. Ph.D. Thesis, Royal Institute of Technology (KTH), Stockholm
Wu TX, Thompson DJ (1999) The effects of local preload on the foundation stiffness and vertical vibration of railway track. J Sound Vib 215(5):881–904
Chen XP, Wang P (2006) Distribution regularity and homogenization of track rigidity for ballastless turnout. J Southwest Jiaotong Univ 41(4):447–451
Chen XP (2008) Study on theory and application of track stiffness in high-speed turnouts. Ph.D. Thesis, Southwest Jiaotong University, Chengdu
Liu XY (2004) Effect analysis of track stiffness on dynamic characteristics of wheel–rail system and its dynamic optimization. J Southwest Jiaotong Univ 39(1):1–5
Lopez Pita A, Teixeira PF, Robusté F (2004) High speed and track deterioration: the role of vertical stiffness of the track. J Rail Rapid Transit 218:31–40
Cai CB, Xu P (2010) Dynamic analysis of key design parameters for ballastless track of high-speed railway. J Southwest Jiaotong Univ 45(4):493–497
Li D, Selig ET (1995) Evaluation of railway subgrade problems, Transportation Research Record 1489, TRB. National Research Council, Washington DC
Selig ET, Li D (1994) Creating track modulus: its meaning and factors influencing it. In: Transportation Research Record: Journal of the Transportation Research Board, No. 1470, Transportation Research Board of the National Academies, Washington, DC, pp 47–54
Frohling RD, Scheffel H, Ebersohn W (1996) The vertical dynamic response of a rail vehicle caused by track stiffness variations along the track. Veh Syst Dyn 25:17–31
Zhai JQ (2007) Test and analysis of vibration propagation caused by the subway train. Dissertation, Tongji University
Wu JZ (2012) The impact of vibration on the building structure caused by metro and isolation research. Dissertation, South China University of Technology
Wang P, Xu JH, Wang L (2014) Effect of track stiffness on frequency response of vehicle-track coupling system. J Railw Eng Soc 9:46–52
Robinet A, Hosseingholian M, Quibel A, Froumentin M (2008) Track stiffness assessment. In: 8th World Congress on Railway Research, Seoul, Korea, pp 1–8
Zhai WM, Cai CB, Kai KY (2000) Effect of track stiffness on train running behavior. J China Railw Soc 22(6):80–83
Ebersöhn W (1995) Substructure influence on track maintenance requirements. Ph.D. Dissertation, Department of Civil and Environmental Engineering, University of Massachusetts at Amherst
Konstantinos G, Spyridon T (2012) Transition zone between ballastless and ballasted track: influence of changing stiffness on acting forces. Proc Soc Behav Sci 48:3548–3557
Kaewunruen S, Remennikov A (2005) Application of experimental modal testing for estimating dynamic properties of structural components. In: Proceedings of Australian structural engineering conference 2005, Newcastle
Kaewunruen S, Remennikov A (2005) Monitoring structural degradation of rail bearing pads in laboratory using impact excitation technique. In: Proceedings of the 1st international conference on structural condition assessment, monitoring, and improvement, Perth, pp 389–394
Burrow MPN, Chan AHC, Shein A (2007) Falling weight deflectometer based inverse analysis of ballasted railway tracks. In: Geotechnical engineering, proceedings of the Institution of Civil Engineers, Issue GE3, pp 169–177
Kerr AD (1983) A method for determining the track modulus using a locomotive or car on multi-axle trucks. In: Proceedings AREA, vol 84
Kerr AD (1987) On the vertical modulus in the standard railway track analysis. Rail International, November Issue
Kerr AD On the reduced area method for calculating the vertical track modulus. In: Proceedings AREA, vol 86
Esveld C (1980) Track stiffness measurements using an adapted tamping machine. Rail International
D2.1.9 INNOTRACK (2009) Adapted “Portancemetre” for track structure stiffness measurement on existing tracks, Paris
Wangqing W, Geming Z, Kaiming Z, Lin L (1997) Development of inspection car for measuring railway track elasticity. In: Proceedings from 6th international heavy haul conference, Cape Town
Li D, Thompson R, Kalay S (2002) Development of continuous lateral and vertical track stiffness measurement techniques. In: Proceedings from railway engineering, London
Thompson R, Marquez D, Li D (2001) Track strength testing using TTCI’s track loading vehicle. Railw Track Struct 97:15–17
McVey B, Norman C, Wood N, Farritor S, Arnold R, Fateh M, El-Sibaie M (2005) Track modulus measurement from a moving railcar. In: Proceedings of the AREMA annual conference, Chicago, September 25–27, 2005
Norman C, Farritor S, Arnold R, Elias SEG, Fateh M, Sibaie ME (2004) Design of a system to measure track modulus from a moving railcar. In: Proceedings from railway engineering, London
Information from http://old.zoyon.com.cn
Rasmussen S, de Man AP (2000) The high speed deflectograph and the hammer excitation test: two measurement techniques for determining track performance. Rail Eng Int 2000(1):13–16
Rasmussen S, Man AP (1999) Measurement techniques for track performance. In: Proceedings of conference on innovations in the design and assessment of railway track, Technical University of Delft, Delft
Rasmussen S, Krarup JA, Hildebrand G, Non-contact deflection measurement at high speed. In: 6th International conference on the bearing capacity of roads, railways and airfields, 24–26 June, 2002, Lisbon
Berggren E, Jahlénius Å, Bengtsson B-E (2002) Continuous track stiffness measurement—an effective method to investigate the structural conditions of the track. In: Proceedings of the conference railway engineering—2002, London, 3–4 July, 2002. ISBN: 0-947644-49-0
Berggren E, Jahlénius Å, Bengtsson B-E, Berg M (2005) Simulation, development and field testing of a track stiffness measurement vehicle. In: Proceedings of 8th international heavy haul conference, Rio de Janeiro, 13–16 June, 2005. ISBN: 0-646-33463-8
Berggren E, Kaynia A, Dehlbom B (2010) Identification of substructure properties of railway tracks by dynamic stiffness measurements and simulations. J Sound Vib 329:3999–4016
Berggren E (2006) Measurements of track stiffness and track irregularities to detect short waved support conditions. In: Proceedings of international conference on railway track foundations, Birmingham, 11–13 September, 2006. ISBN: 0-704426-00-5
Berggren E, Li M, Spännar J (2006) A new approach to the analysis and presentation of vertical track geometry quality and rail roughness. In: Proceedings of 7th international conference on contact mechanics and wear of rail/wheel systems (CM2006), Brisbane, 24–27 September, 2006. Also in journal of WEAR, vol 265, pp 1488–1496
Berggren E (2009) Efficient track maintenance—methodology for combined analysis of condition data, submitted to the conference IHHA 2009. Candidate paper to Special Issue of J Rail Rapid Transit
Li M, Berggren E (2009) A study of the effect of global track stiffness and its variations on track performance: simulation and measurement, submitted to the conference IHHA 2009. Candidate paper to Special Issue of J Rail Rapid Transit
Smekal A, Berggren E, Silvast M (2006) Monitoring and substructure condition assessment of existing railway lines for upgrading to higher axle loads and speeds. In: Proceedings of 7th World Congress on Railway Research, Montreal, 5–7 June, 2006
Alexander R, Sakdirat K Laboratory measurements of dynamic properties of rail pads under incremental preload. In: 19th Australasian conference on the mechanics of structures and materials, Christchurch, pp 319–324
Hosseingholian M, Froumentin M, Robinet A (2006) Feasibility of a continuous method to measure track stiffness. In: Proceedings from railway foundations conference, Birmingham
Fenander A (1997) Frequency dependent stiffness and damping of railpads. Proc Inst Mech Eng Part F 211:51–62
Fenander A (1998) A fractional derivative railpad model included in a railway track model. J Sound Vib 212(5):889–903
Frohling RD (1998) Low frequency dynamic vehicle/track interaction: modeling and simulation. Veh Syst Dyn 28:30–46
Ryue J, Thompson DJ, White PR, Thompson DR (2008) Investigation of propagating wave types in railway tracks at high frequencies. J Sound Vib 315:157–175
Pourghodrat A, Nelson CA, Hansen SE, Kamarajugadda V, Platt SP (2014) Power harvesting systems design for railroad safety. Proc IMechE Part F 228:504–521
Wang JJ, Penamalli GP, Zuo L (2012) Electromagnetic energy harvesting from train induced railway track vibrations. In: Proceedings of IEEE/ASME international conference on mechatronics and embedded systems and applications (MESA), pp 29–34
Gao MY (2015) Design and verification of a rail-borne electromagnetic transducer for railway energy harvesting. Research report, Key Laboratory of High-speed Railway Engineering, Ministry of Education, Southwest Jiaotong University, Chengdu