Improvement of Mechanical Properties of Railway Track Concrete Sleepers Using Steel Fibers
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 11
Abstract
There has been a significant increase in axle loads, speed, and traffic volumes in railway transport systems in recent years. This has stimulated improvements of track component characteristics from the aspects of stability, durability, and energy absorption. This research has focused on concrete sleepers as the main element of the track superstructure. It investigates the efficiency and practicability of using steel fibers in improvements of sleeper characteristics, including load-carrying capacity, energy absorption, and dynamic properties. This is done through a comprehensive experimental work. Extensive static and dynamic tests were carried out on the prestressed concrete sleepers designed and manufactured with various amounts of hybrid steel fibers (a mixture of short and long fibers) and different numbers of prestressing steel wires. The research results have indicated that the use of hybrid steel fibers in the sleepers leads to an increase in load-carrying capacity, energy absorption, and consequently improvements in the service life of the sleepers. The results have also indicated that the new sleepers have the same dynamic characteristics (natural frequency, damping ratio, and mode shapes) as the conventional ones. Considering the improvements made in the mechanical properties of the new sleepers and the resulting construction costs, it has been shown that the new sleepers are more effective and cost efficient for high-speed tracks when compared with the conventional ones.
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References
Abaza, O., and Hussein, Z. (2014). “Flexural behavior of flat-end steel-fiber-reinforced concrete.” J. Mater. Civ. Eng., 04014034.
ACI Committee 544. (1988). “Design considerations for steel fiber reinforced concrete.” ACI Struct. J., 85(5), 563–579.
Aikawa, A., Urakawa, F., Abe, K., and Namura, A. (2011). “Dynamic characteristics of railway concrete sleepers using impact excitation techniques and model analysis.” 9th World Congress on Railway Research (WCRR), French Railways (SNCF) Publication Service, Paris.
ASTM. (2006). “Standard specification for steel fibers for fiber reinforced concrete.” ASTM A820/A820M-06, West Conshohocken, PA.
Banjara, N. K., Ramanjaneyulu, K., Sasmal, S., and Srinivas, V. (2016). “Flexural fatigue performance of plain and fibre reinforced concrete.” Trans. Indian Inst. Metals, 69(2), 373–377.
Banthia, N., Bentur, A., and Mufti, A. A. (1998). Fiber reinforced concrete: Present and future, Canadian Society for Civil Engineering, Montreal.
Barros, J. A. O., Cruz, J. M. S., Delgado, R. M., and Costa, A. G. (2000). “Reinforced concrete under cyclic loading.” Proc., 12th World Conf. on Earthquake Engineering, Vol. 9, New Zealand Society for Earthquake Engineering, New Zealand, 1–8.
Bentur, A., and Mindess, S. (2007). Fibre reinforced cementitious composites, Taylor and Francis, London.
Cachim, P. B., Figueiras, J. A., and Pereira, P. A. (2002). “Fatigue behavior of fiber-reinforced concrete in compression.” Cem. Concr. Compos., 24(2), 211–217.
Campione, G. (2008). “Simplified flexural response of steel fiber-reinforced concrete beams.” J. Mater. Civ. Eng., 283–293.
CEN (European Committee for Standardization). (2009). “Railway applications-track-concrete sleepers and bearers. Part 2: Prestressed monoblock sleepers.” EN 13230-2, Brussels, Belgium.
Connolly, D. P. (2013). “Ground borne vibrations from high speed trains.” Ph.D. dissertation, Univ. of Edinburgh, Scotland, U.K.
Davalos, J., Zipfel, M., and Qiao, P. (1999). “Feasibility study of prototype GFRP-reinforced wood railroad crosstie.” J. Compos. Constr., 92–99.
Dytac (Dynamic Test and Analysis Center). (2008). N-modal getting started manual, Institute of Vibration Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, China.
Ferrara, R., Leonardi, G., and Jourdan, F. (2012). “Numerical modelling of train induced vibrations.” Procedia-Soc. Behav. Sci., 53, 155–165.
Fu, Z. F., and He, J. (2001). Modal analysis, Butterworth-Heinemann, Oxford, U.K.
Ghasemi, S., Maghsoudi, A. A., Bengar, H. A., and Ronagh, H. R. (2015). “Flexural strengthening of continuous unbonded post-tensioned concrete beams with end-anchored CFRP laminates.” Struct. Eng. Mech., 53(6), 1083–1104.
Grassie, S. L., and Cox, S. J. (1984). “The dynamic response of railway track with flexible sleepers to high frequency vertical excitation.” Proc. Inst. Mech. Eng. Part D: J. Autom. Eng., 198(2), 117–124.
Heeralal, M., Kumar, R. P., and Rao, Y. V. (2009). “Flexural fatigue characteristics of steel fiber reinforced recycled aggregate concrete (SFRRAC).” Facta Universitatis-Ser.: Archit. Civ. Eng., 7(1), 19–33.
Kaewunruen, S., and Remennikov, A. (2010). “Dynamic crack propagations in prestressed concrete sleepers in railway track systems subjected to severe impact loads.” J. Struct. Eng., 749–754.
Kaewunruen, S., and Remennikov, A. M. (2006). “Rotational capacity of railway pre-stressed concrete sleeper under static hogging moment.” Proc., 10th East Asia-Pacific Conf. on Structural Engineering & Construction (EASEC-10), Asian Institute of Technology, Bangkok, Thailand.
Kaewunruen, S., and Remennikov, A. M. (2007a). “Field trials for dynamic characteristics of railway track and its components using impact excitation technique.” Ndt & E Int., 40(7), 510–519.
Kaewunruen, S., and Remennikov, A. M. (2007b). “Investigations on static and dynamic performance of railway pre-stressed concrete sleepers.” Proc., Society of Experimental Mechanics (SEM) Annual Conf. and Exposition 2007, Society of Experimental Mechanics (SEM), VT.
Kaewunruen, S., and Remennikov, A. M. (2008). “Dynamic properties of railway track and its components: A state-of-the-art review.” New research on acoustics, B. N. Weiss, ed., Hauppauge, Nova Science, New York, 197–220.
Li, S. (2012). “Railway sleeper modelling with deterministic and non-deterministic support conditions.” Master’s thesis, Royal Institute of Technology, Stockholm, Sweden.
Lutch, R. H. (2009). “Capacity optimization of a pre-stressed concrete railroad tie.” M.Sc. thesis, Michigan Technological Univ., MI.
Lutch, R. H., Harris, D. K., and Ahlborn, T. M. (2009). “Prestressed concrete ties in North America.” Proc., AREMA 2009 Annual Conf. and Exposition, AREMA, Lanham, MD.
Manalo, A., and Aravinthan, T. (2012). “Behavior of full-scale railway turnout sleepers from glue-laminated fiber composite sandwich structures.” J. Compos. Constr., 724–736.
Nurmikolu, A., Kerokoski, O., Rantala, T., and Viitala, T. (2010). “Cyclic loading tests of concrete sleepers with varying ballast condition.” Proc., IEEE/ASME Joint Rail Conf. (JRC), ASME, New York.
Otter, D. E., and Naaman, A. E. (1988). “Properties of steel fiber reinforced concrete under cyclic load.” ACI Mater. J., 85(4), 254–261.
Park, S. H., Kim, D. J., Ryu, G. S., and Koh, K. T. (2012). “Tensile behavior of ultra high performance hybrid fiber reinforced concrete.” Cem. Concr. Compos., 34(2), 172–184.
Parvez, A., and Foster, S. J. (2014). “Fatigue behavior of steel-fiber-reinforced concrete beams.” J. Struct. Eng., 04014117.
Rafeeq Ahmed, S., Gupta, A., and Krishnamoorthy, S. (2000). “Influence of steel fibers in fatigue resistance of concrete in direct compression.” J. Mater. Civ. Eng., 172–179.
Remennikov, A., and Kaewunruen, S. (2005). “Investigation of vibration characteristics of pre-stressed concrete sleepers in free-free and in-situ conditions.” Proc., Australian Structural Engineering Conf. 2005 (ASEC 2005), D. Brad, ed., Engineers Australia, Australia, 509–518.
Remennikov, A., and Kaewunruen, S. (2006). “Experimental investigation on dynamic railway sleeper/ballast interaction.” Exp. Mech., 46(1), 57–66.
Sadeghi, J. (1997). “Investigation of characteristics and modeling of railway track system.” Ph.D. dissertation, Univ. of Wollongong, Wollongong, Australia.
Sadeghi, J. (2010). “Field investigation on dynamics of railway track pre-stressed concrete sleepers.” Adv. Struct. Eng., 13(1), 139–152.
Sadeghi, J., and Barati, P. (2010). “Evaluation of conventional methods in analysis and design of railway track system.” Int. J. Civ. Eng., 8(1), 44–56.
Sadeghi, J., and Yoldashkhan, M. (2005). “Investigation on the accuracy of current practices in analysis of railway track sleepers.” Int. J. Civ. Eng., 3(1), 31–45.
Sadeghi, J. M. (2008). “Experimental evaluation of accuracy of current practices in analysis and design of railway track sleepers.” Can. J. Civ. Eng., 35(9), 881–893.
Sadeghi, J. M., and Babaee, R. (2006). “Structural optimization of B70 railway pre-stressed concrete sleepers.” Iran. J. Sci. Technol. Trans. B Eng., 30(B4), 461–473.
Selig, E. T., and Waters, J. M. (1994). Track geotechnology and substructure management, Thomas Telford, London.
Sorelli, L. G., Meda, A., and Plizzari, G. A. (2005). “Bending and uniaxial tensile tests on concrete reinforced with hybrid steel fibers.” J. Mater. Civ. Eng., 519–527.
Standards Australia. (2003). “Railway track material. Part 14: Pre-stressed concrete sleepers.” Australian Standard: AS1085.14-2003, Sydney, Australia.
Thomas, J., and Ramaswamy, A. (2007). “Mechanical properties of steel fiber-reinforced concrete.” J. Mater. Civ. Eng., 385–392.
Trottier, J., and Banthia, N. (1994). “Toughness characterization of steel-fiber reinforced concrete.” J. Mater. Civ. Eng., 264–289.
Vandewalle, L. (2006). “Hybrid fiber reinforced concrete.” Measuring, monitoring and modeling concrete properties, M. S. Konsta-Gdoutos, ed., Springer, Netherlands.
VPSPS (Vice-Presidency for Strategic Planning and Supervision). (2005). “General technical specification of superstructure of ballasted railway track.”, Islamic Republic of Iran (in Persian).
Wu, Y. S., and Yang, Y. B. (2003). “Steady-state response and riding comfort of trains moving over a series of simply supported bridges.” Eng. Struct., 25(2), 251–265.
Yu, H., Jeong, D., Choros, J., and Sussmann, T. (2011). “Finite element modeling of prestressed concrete crossties with ballast and subgrade support.” ASME 2011 Int. Design Engineering Technical Conf. and Computers and Information in Engineering Conf., ASME, New York, 1077–1086.
Yusof, M. A., Mohamad Nor, N., Ismail, A., Choy Peng, N., Mohd Sohaimi, R., and Yahya, M. A. (2013). “Performance of hybrid steel fibers reinforced concrete subjected to air blast loading.” Adv. Mater. Sci. Eng., 1–7.
Zeman, J. C., Edwards, J. R., Barkan, C. P., and Lange, D. A. (2009). “Failure mode and effect analysis of concrete ties in North America.” Proc., 9th Int. Heavy Haul Conf., China Railway Publishing Home, China, 270–278.
Zollo, R. F. (1997). “Fiber-reinforced concrete: An overview after 30 years of development.” Cem. Concr. Compos., 19(2), 107–122.
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Published In
Journal of Materials in Civil Engineering
Volume 28 • Issue 11 • November 2016
Copyright
© 2016 American Society of Civil Engineers.
History
Received: Sep 5, 2015
Accepted: Mar 9, 2016
Published online: Jun 7, 2016
Published in print: Nov 1, 2016
Discussion open until: Nov 7, 2016
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