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Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 14, 2018 - Issue 9
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Original Articles

Impact of track irregularities and damping on the fatigue damage of a railway bridge deck slab

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Pages 1257-1268 | Received 05 Jul 2017, Accepted 22 Oct 2017, Published online: 01 Jan 2018

References

  • ANSYS. (2007). Structural analysis guideRelease 11.0. Canonsburg, PA: Author.
  • Asmunsen, B. (2013). Overview of methods for measurement of track irregularities important for ground-borne vibration. RIVAS - Railway induced vibration abatement solutions collaborative project. Sweden: Chalmers University of Technology.
  • Bjorklund, L. (2004). Dynamic analysis of a railway bridge subjected to high speed trains ( MSc. Thesis). Royal Institute of Technology, Stockholm, Sweden.
  • Cantero, D., Arvidsson, T., OBrien, E., & Karoumi, R. (2016). Train–track–bridge modelling and review of parameters. Structure and Infrastructure Engineering, 12(9), 1051–1064.10.1080/15732479.2015.1076854
  • CEN. (2003). EN1991-2. Actions on structuresPart 2: General actionsTraffic loads on bridges. Brussels: Europeean Committee for Standardization.
  • CEN. (2004). EN1992-1-1. Eurocode 2: Design of concrete structures. Part 1-1: General rules and rules for buildings. Brussels: European Committee for Standardization.
  • Chellini, G., Nardini, L., & Salvatore, W. (2011). Dynamical identification and modelling of steel–concrete composite high-speed railway bridges. Structure and Infrastructure Engineering, 7(11), 823–841.10.1080/15732470903017240
  • Chellini, G., Lippi, F., & Salvatore, W. (2014). A multidisciplinary approach for fatigue assessment of a steel–concrete high-speed railway bridge on Sesia river. Structure and Infrastructure Engineering, 10(2), 189–212.10.1080/15732479.2012.719527
  • Chen, Z. W., Xu, Y. L., Li, Q., & Wu, D. J. (2011). Dynamic stress analysis of long suspension bridges under wind, railway, and highway loadings. Journal of Bridge Engineering, 16(3), 383–391. doi:10.1061/(ASCE)BE.1943-5592.0000216
  • ERRI D214/RP9. (2001). Railway bridges for speeds >200 km/h. Final Report. Utrecht: European Rail Research Institute (ERRI).
  • Fryba, L. (1986). Stress spectra of steel highway bridges under traffic loads. Prague: Institute of Theoretical and Applied Mechanics.
  • Fryba, L. (1996). Dynamics of railway bridges. London: Thomas Telford.
  • Frýba, L. (2001). A rough assessment of railway bridges for high-speed trains. Engineering Structures, 23, 548–556.10.1016/S0141-0296(00)00057-2
  • Johansson, U. (2004). Fatigue tests and analysis of reinforced concrete bridge deck models. Stockholm: Royal Institute of Technology.
  • Leander, J., & Karoumi, R. (2013). Dynamics of thick bridge beams and its influence on fatigue life predictions. Journal of Constructional Steel Research, 89, 262–271.10.1016/j.jcsr.2013.07.012
  • Lin, W., Yoda, T., & Taniguchi, N. (2015). Effects of bridge accessories in steel–concrete composite railway bridges in service condition. Journal of Bridge Engineering. doi:10.1061/(ASCE)BE.1943-5592.0000809
  • Majka, M., & Hartnett, M. (2008). Effects of speed, load and damping on the dynamic response of railway bridges and vehicles. Computers & Structures, 86, 556–572.10.1016/j.compstruc.2007.05.002
  • Malveiro, J., Ribeiro, D., Calçada, R., & Delgado, R. (2014). Updating and validation of the dynamic model of a railway viaduct with precast deck. Structure and Infrastructure Engineering, 10(11), 1484–1509.10.1080/15732479.2013.833950
  • Malveiro, J., Ribeiro, D., Sousa, C., & Calçada, R. (2015). Dynamic analysis for fatigue assessment of reinforced concrete slabs in railway viaducts. Paper presented at the Multi-Span Large Bridges Conference, Porto, Portugal.
  • Malveiro, J., Sousa, C., Ribeiro, D., & Calçada, R. (2016). Influence of track irregularities in the global and local dynamic response of precast decks under railway traffic loads. Paper presented at the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, Foz do Iguaçu, Brazil.
  • Meixedo, A., Ribeiro, D., Calçada, R., & Delgado, R. (2014). Global and local dynamic effects on a railway viaduct with precast deck. Paper presented at the Railways’2014, Corsica, France.
  • Miner, M. A. (1945). Cumulative damage in fatigue. Journal of Applied Mechanics, 12, 159–164.
  • Paz, M. (1980). Structural dynamics: Theory and computation. New York, NY: Van Nostrand Reinhold.
  • Pimentel, M., Brühwiler, E., & Figueiras, J. (2008). Fatigue life of short-span reinforced concrete railway bridges. Structural Concrete, 9, 215–222.10.1680/stco.2008.9.4.215
  • Ribeiro, D. (2012). Efeitos dinâmicos induzidos por tráfego em pontes ferroviárias: Modelação numérica, calibração e validação experimental [Traffic-induced dynamic effects on railway bridges: Numerical modeling, calibration and experimental validation] ( PhD Thesis (in Portuguese)). Faculdade de Engenharia da Universidade do Porto. Porto, Portugal.
  • Ribeiro, D., Calçada, R., Delgado, R., Brehm, M., & Zabel, V. (2012). Finite element model updating of a bowstring-arch railway bridge based on experimental modal parameters. Engineering Structures, 40, 413–435.10.1016/j.engstruct.2012.03.013
  • Ribeiro, D., Calçada, R., Delgado, R., Brehm, M., & Zabel, V. (2013). Finite-element model calibration of a railway vehicle based on experimental modal parameters. Vehicle System Dynamics, 51(6), 821–856.10.1080/00423114.2013.778416
  • Rocha, J. M., Henriques, A. A., & Calçada, R. (2014). Probabilistic safety assessment of a short span high-speed railway bridge. Engineering Structures, 71, 99–111.10.1016/j.engstruct.2014.04.018
  • Schläfli, M., & Brühwiler, E. (1998). Fatigue of existing reinforced concrete bridge deck slabs. Engineering & Structures, 20(11), 991–998.10.1016/S0141-0296(97)00194-6
  • Sousa, C., Calçada, R., & Serra Neves, A. (2015). Numerical evaluation of the non-linear behaviour of cracked RC members under variable-amplitude cyclic loading. Materials and Structures, 48(9), 2815–2838.10.1617/s11527-014-0356-x
  • Treacy, M., Brühwiler, E., & Caprani, C. (2014). Monitoring of traffic action local effects in highway bridge deck slabs and the inlfuence of measurement duration on extreme value estimates. Structure and Infrastructure Engineering, 10(12), 1555–1572. doi:10.1080/15732479.2013.83532710.1080/15732479.2013.835327
  • Ülker-Kaustell, M., & Karoumi, R. (2012). Influence of non-linear stiffness and damping on the train-bridge resonance of a simply supported railway bridge. Engineering Structures, 41, 350–355.10.1016/j.engstruct.2012.03.060
  • Zanuy, C., Albajar, L., & Fuente, P. (2009). Sectional analysis of concrete structures under fatigue loading. ACI Structural Journal, 106(5), 667–677.
  • Zanuy, C., Maya, L. F., Albajar, L., & Fuente, P. (2011). Transverse fatigue behaviour of lightly reinforced concrete bridge decks. Engineering Structures, 33(10), 2839–2849.10.1016/j.engstruct.2011.06.008
  • Zhai, W., Wang, S., Zhang, N., Gao, M., Xia, H., Cai, C., & Zhao, C. (2013). High-speed train–track–bridge dynamic interactions – Part II: Experimental validation and engineering application. International Journal of Rail Transportation, 1, 25–41.10.1080/23248378.2013.791497

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