Page 163 - Handbook of Materials Failure Analysis
P. 163
References 159
[7] Kaewunruen S. Effectiveness of using elastomeric pads to mitigate impact vibration at an
urban turnout crossing. In: Maeda , et al., editors. Noise and vibration mitigation for rail
transportation systems. London: Springer; 2012. p. 357–65. http://dx.doi.org/10.1007/
978-4-431-53927-8_42.
[8] Kaewunruen S. Acoustic and dynamic characteristics of a complex urban turnout using
fibre-reinforced foamed urethane (FFU) bearers. Note N Fl Mech Mul D 2015;126:
377–84. http://dx.doi.org/10.1007/978-3-662-44832-8_45.
[9] KaewunruenS.Insituperformanceofacomplexurbanturnoutgrillagesystemusingfibre-
reinforced foamed urethane(FFU) bearers. In:Proceedings of the10th World Congress on
rail research, 25-28 November, 2013. Australia: Sydney Convention Centre; 2013.
[10] Kaewunruen S, Remennikov AM. Progressive failure of prestressed concrete sleepers
under multiple high-intensity impact loads. Eng Struct 2009;31(10):2460–73. http://
dx.doi.org/10.1016/j.engstruct.2009.06.002.
[11] Kaewunruen S. Review of alternative fibre-reinforced foamed urethane (FFU) material
for timber-replacement turnout bearers, Technical Report TR162, RailCorp—track engi-
neering, Sydney NSW; 2011. 14p.
[12] Kaewunruen, S. In-situ performance of alternative fibre-reinforced foamed urethane
(FFU) material for timber-replacement turnout bearers, Technical Report TR188, Rail-
Corp—track engineering, Sydney NSW; 2011. 86p.
[13] Kaewunruen S. Vertical and lateral stability performance of alternative fibre-reinforced
foamed urethane (FFU) material for timber-replacement turnout bearers, Technical
Report TR197, RailCorp – track engineering, Sydney NSW; 2012. 45p.
[14] Railtrack PLC. RT/CE/S/012 Specification of cast austentic manganese steel crossings,
Railtrack PLC, February; 2002.
[15] Jenkins HH, Stephenson JE, Clayton GA, Morland JW, Lyon D. The effect of track
and vehicle parameters on wheel/rail vertical dynamic forces. Railw Eng J 1974;3
(1):2–16.
[16] Standards Australia. AS1085.14 Prestressed concrete sleepers, Sydney Australia; 2003.
[17] RailCorp, SPC233 Turnout concrete bearers, Engineering Specification SPC 233,
Sydney Australia; 2012.
[18] RailCorp, Rolling stock engineering: minimum operating standards for rolling stocks,
Sydney, Australia; 2012.
[19] RailCorp engineering standards: track engineering, Sydney, Australia, http://engintranet.
railcorp.nsw.gov.au/Civil_EngineeringStandards.asp; 2012.
[20] Jeffs T, Tew GP. A review of track design procedures, vol. 2. Australia: Broken Hills
Proprietary Company Limited; 1991. ISBN: 0 909582 033.
[21] Tan Z, An B, Gao G, Gui X, Bai B. Analysis of softening zone on the surface of
20Mn2SiCrMo bainitic railway switch. Eng Fail Anal 2015;47:111–6.
[22] Pa ˚lsson BA, Nielsen JCO. Dynamic vehicle–track interaction in switches and crossings
and the influence of rail pad stiffness—field measurements and validation of a simulation
model. Veh Syst Dyn 2015;53:734–55. http://dx.doi.org/10.1080/00423114.2015.
1012213.
¸
[23] Camci F, Eker OF, Baskan S, Konur S. Comparison of sensors and methodologies for
effective prognostics on railway turnout systems. Proc Inst Mech Eng F J Rail Rapid
Transit 2014; in press, http://dx.doi.org/10.1177/0954409714525145.
[24] Kaewunruen S. Monitoring structural deterioration of railway turnout systems via
dynamic wheel/rail interaction. Case Stud Nondestr Test Eval 2014;1:19–24. http://
dx.doi.org/10.1016/j.csndt.2014.03.004.