References
- AASHTO, L. (2012). AASHTO LRFD bridge design specifications. Washington, DC: Author
- AREMA. (2013). AREMA Manual for Railway Engineering. Maryland: American Railway Engineering and Maintenance-of-Way Association
- Arvidsson, T., & Karoumi, R. (2014). Modelling alternatives in the dynamic interaction of freight trains and bridges. Proceedings of the Second International Conference on Railway Technology: Research, Development and Maintenance. Stirlingshire, UK: Civil-Comp Press. Paper 65, 2014. doi:10.4203/ccp.104.65
- Bärighet, B. (2000). Bärighetsberäkning av järnvägsbroar (Assessment of Railway Bridges). (In Swedish). Borlänge, Sweden: Banverket.
- Bagge, N., Popescu, C., & Elfgren, L. (2018). Failure tests on concrete bridges: Have we learnt the lessons? Structure and Infrastructure Engineering, 14(3), 292–319. doi:10.1080/15732479.2017.1350985
- Berggren, E. G., Li, M. X., & Spännar, J. (2008). A new approach to the analysis and presentation of vertical track geometry quality and rail roughness. Wear, 265(9–10), 1488–1496. doi:10.1016/j.wear.2008.01.029
- Board, N. T. S. (1970). Collapse of US 35 Highway Bridge Point Pleasant, West Virginia December 15, 1967. Washington, DC: Author.
- Boverket, B. (2004). Boverkets handbok om betongkonstruktioner, BBK 04 (Design Rules for Concrete Structures. (In Swedish).
- Brady, S. P., & O'Brien, E. J. (2006). Effect of vehicle velocity on the dynamic amplification of two vehicles crossing a simply supported bridge. Journal of Bridge Engineering, 11(2), 250–256. doi:10.1061/(ASCE)1084-0702(2006)11:2(250)
- Cantero, D., Arvidsson, T., Obrien, E., & Karoumi, R. (2016). Train-track-bridge modelling and review of parameters. Structure and Infrastructure Engineering, 12(9), 1051–1064. doi:10.1080/15732479.2015.1076854
- Chen, Z. (2011). Bridge over Qiantang River collapses, driver injured. Shanghai Daily, A07.
- Doménech, A., Museros, P., & Martinez-Rodrigo, M. D. (2014). Influence of the vehicle model on the prediction of the maximum bending response of simply-supported bridges under high-speed railway traffic. Engineering Structures, 72, 123–139. doi:10.1016/j.engstruct.2014.04.037
- Elfgren, L. (2015). Fatigue capacity of concrete structures: Assessment of railway bridges (S. Engineering, Trans., pp. 103). Luleå: Luleå tekniska universitet.
- Elfgren, L., Enochsson, O., Puurula, A., Thun, H., Paulsson, B., & Täljsten, B. (2007). Testing to failure of a reinforced concrete railway bridge in Örnsköldsvik, Sweden. In J. Bien, L. Elfgren, & J. Olofsson (Eds.), Sustainable bridges–Assessment for future traffic demands and longer lives (pp. 445–460). Wrocław: Dolnośląskie Wydawnictwo Edukacyjne.
- Fib. (2013). fib Model Code for concrete structures 2010. Berlin: Ernst & Sohn.
- Frýba, L. (2013). Vibration of solids and structures under moving loads (Vol. 1). Groningen, Netherlands: Springer Science & Business Media.
- Imam, B., Righiniotis, T. D., Chryssanthopoulos, M. K., & Bell, B. (2006). Analytical fatigue assessment of riveted rail bridges. Proceedings of the Institution of Civil Engineers-Bridge Engineering, pp. 105-116. London: Insititute of Civil Engineers.
- Institution, B. S. (1980). BS 5400: Steel, concrete and composite bridges. Part 10: Code of practice for fatigue. London, England: British Standard Institution.
- Institution, B. S. (2004). Eurocode 2: Design of concrete structures. Part 1-1: General Rules and Rules for Buildings. Brussels, Belgium: European Committee for Standardization
- Iwnick, S. (1998). Manchester benchmarks for rail vehicle simulation. Vehicle System Dynamics, 30(3–4), 295–313. doi:10.1080/00423119808969454
- Jajich, D., & Schultz, A. E. (2003). Measurement and analysis of distortion-induced fatigue in multigirder steel bridges. Journal of Bridge Engineering, 8(2), 84–91. doi:10.1061/(ASCE)1084-0702(2003)8:2(84)
- Kouroussis, G., Connolly, D. P., & Verlinden, O. (2014). Railway-induced ground vibrations–A review of vehicle effects. International Journal of Rail Transportation, 2(2), 69–110. doi:10.1080/23248378.2014.897791
- Leander, J., Andersson, A., & Karoumi, R. (2010). Monitoring and enhanced fatigue evaluation of a steel railway bridge. Engineering Structures, 32(3), 854–863. doi:10.1016/j.engstruct.2009.12.011
- Lee, S. B. (1996). Fatigue failure of welded vertical members of a steel truss bridge. Engineering Failure Analysis, 3(2), 103–108. doi:10.1016/1350-6307(96)00003-9
- Lippi, F. V., Orlando, M., & Salvatore, W. (2013). Assessment of the dynamic and fatigue behaviour of the Panaro railway steel bridge. Structure and Infrastructure Engineering, 9(8), 834–848. doi:10.1080/15732479.2011.625955
- Liu, K., Reynders, E., De Roeck, G., & Lombaert, G. (2009). Experimental and numerical analysis of a composite bridge for high-speed trains. Journal of Sound and Vibration, 320(1–2), 201–220. doi:10.1016/j.jsv.2008.07.010
- Liu, K., Zhou, H., Shi, G., Wang, Y. Q., Shi, Y. J., & De Roeck, G. (2013). Fatigue assessment of a composite railway bridge for high speed trains. Part II: Conditions for which a dynamic analysis is needed. Journal of Constructional Steel Research, 82, 246–254. doi:10.1016/j.jcsr.2012.11.014
- Lundberg, G. (1949). Dynamic capacity of rolling bearings. Journal of Applied Mechanics, 16, 165.
- Malveiro, J., Sousa, C., Ribeiro, D., & Rui, C. (2018). Impact of track irregularities and damping on the fatigue damage of a railway bridge deck slab. Structure and Infrastructure Engineering, 14(9), 1257–1268. doi:10.1080/15732479.2017.1418010
- Manson, S. S., & Halford, G. R. (1981). Practical implementation of the double linear damage rule and damage curve approach for treating cumulative fatigue damage. International Journal of Fracture, 17(2), 169–192. doi:10.1007/BF00053519
- Marco, S., & Starkey, W. (1954). A concept of fatigue damage. ASME Transactions, 76(4), 627–632.
- Matsuishi, M., & Endo, T. (1968). Fatigue of metals subjected to varying stress. Japan Society of Mechanical Engineers, 68(2), 37–40.
- Miner, M. (1945). Cumulative fatigue damage. Journal of Applied Mechanics, 3(12), A159–A164.
- Newton, S., & Clark, R. (1979). An investigation into the dynamic effects on the track of wheelflats on railway vehicles. Journal of Mechanical Engineering Science, 21(4), 287–297. doi:10.1243/JMES_JOUR_1979_021_046_02
- Palmgren, A. (1924). Die Lebensdauer von Kugellagern (Life length of roller bearings. (In German). Zeitschrift des Vereins Deutscher Ingenieure, 68(14), S339–S341.
- Paulsson, B., Töyrä, B., Elfgren, L., Ohlsson, U., & Danielsson, G. (1997). Increased loads on railway bridges of concrete. Symposium on Advanced Design of Concrete Structures, Barcelona, Spain: 12/06/1997-14/06/1997.
- Rocha, M., & Brühwiler, E. (2012). Prediction of fatigue life of reinforced concrete bridges using Fracture Mechanics. Proceedings bridge maintenance, safety, management, resilience and sustainability, Stresa, Italy: July 9-11, 2012.
- Shah, S. (1984). Predictions of comulative damage for concrete and reinforced concrete. Matériaux et Constructions, 17(1), 65–68. doi:10.1007/BF02474059
- SIA. (1997). Ermüdung von Betonbauten (Fatigue of Concrete structures (In German). SIA Dokumentation D 0133, Zürich.
- Song, M. K., Noh, H. C., & Choi, C. K. (2003). A new three-dimensional finite element analysis model of high-speed train–bridge interactions. Engineering Structures, 25(13), 1611–1626. doi:10.1016/S0141-0296(03)00133-0
- Sousa, C., Rocha, J. F., Rui, C., & Neves, A. S. (2013). Fatigue analysis of box-girder webs subjected to in-plane shear and transverse bending induced by railway traffic. Engineering Structures, 54, 248–261. doi:10.1016/j.engstruct.2013.04.008
- Thun, H., Ohlsson, U., & Elfgren, L. (2000). Fatigue capacity of small railway concrete bridges: Prevision of the results of Swedish full-scale tests. Comparison and Analyses (pp. 99): ERRI D216, Luleå University of Technology.
- UIC. (2009). 776-2 R. Design requirements for rail-bridges based on interaction phenomena between train, track and bridge. International Union of Railways.
- Wöhler, A. (1858). Bericht über die Versuche, welche auf der Königl. Niederschlesisch-Märkischen Eisenbahn mit Apparaten zum Messen der Biegung und Verdrehung von Eisenbahnwagen-Achsen während der Fahrt angestellt wurden (Tests to study bending and torsion of railroad wagon axles). (In German). Zeitschrift für Bauwesen, 8(1858), 641–652.
- Warburton, G. B. (1976). The dynamical behaviour of structures (2nd ed.). Oxford, UK: Pergamon.
- Wőhler, A. (1860). Versuche zur Ermittlung der auf die Eisenbahnwagenachsen einwirkenden Kräfte und die Widerstandsfahigkeit der Wagen-Achsen (Tests to study the fatigue strength of railroad wagon axles. In German). Zeitschrift für Bauwesen, 10(1860), 583–616.
- Xia, H., Zhang, N., & Guo, W. W. (2006). Analysis of resonance mechanism and conditions of train-bridge system. Journal of Sound and Vibration, 297(3–5), 810–822. doi:10.1016/j.jsv.2006.04.022
- Yao, W. X. (2003). Structural fatigue life analysis. Beijing, China: National Defend Industry Press.
- Zhai, W. (2007). Vehicle-track coupling dynamics. Beijing, China: Science Publishing House.
- Zhou, H., Liu, K., Shi, G., Wang, Y. Q., Shi, Y. J., & De Roeck, G. (2013). Fatigue assessment of a composite railway bridge for high speed trains. Part I: Modeling and fatigue critical details. Journal of Constructional Steel Research, 82, 234–245. doi:10.1016/j.jcsr.2012.12.006
- Zhu, J. S., Huang, F. M., Guo, T., & Song, Y. H. (2015). Residual life evaluation of prestressed reinforced concrete highway bridges under coupled corrosion-fatigue actions. Advanced Steel Construction, 11(3), 372–382.
- Zhu, S. J., Levinson, D., Liu, H. X., & Harder, K. (2010). The traffic and behavioral effects of the I-35W Mississippi River bridge collapse. Transportation Research Part a-Policy and Practice, 44(10), 771–784. doi:10.1016/j.tra.2010.07.001