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Structure and Infrastructure Engineering
Maintenance, Management, Life-Cycle Design and Performance
Volume 17, 2021 - Issue 7
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Research Article

Fatigue life estimation of continuous girder bridges based on the sequence of loading

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Pages 990-1006 | Received 23 Jan 2020, Accepted 22 Apr 2020, Published online: 01 Jul 2020

References

  • AASHTO (2017). LRFD bridge design specifications (eighth ed.). Washington, DC: American Association of State Highway Transport Officials.
  • ACI Committee 215 (1997). Consideration for design of concrete structures subject to fatigue loading. Famington Hills, Michigan: ACI Manual of Concrete Practice.
  • Akin, J.E., & Mofid, M. (1989). Numerical solution for response of beams with moving mass. Journal of Structural Engineering, 115(1), 120–131. doi:10.1061/(ASCE)0733-9445(1989)115:1(120)
  • Al-Zaid, R. Z., & Nowak, A. S. (1988). Fatigue strength of prestressed concrete girder bridges. Canadian Journal of Civil Engineering, 15(2), 199–205. doi:10.1139/l88-027
  • Blejwas, T.E., Feng, C.C., & Ayre, R.S. (1979). Dynamic interaction of moving vehicles and structures. Journal of Sound and Vibration, 67(4), 513–521. doi:10.1016/0022-460X(79)90442-5
  • Cai, Y., Chen, S.S., Rote, D.M., & Coffey, H.T. (1994). Vehicle/guideway interaction for high speed vehicles on a flexible guideway. Journal of Sound and Vibration, 175(5), 625–646. doi:10.1006/jsvi.1994.1350
  • Chatterjee, P.K., Datta, T.K., & Surana, C.S. (1994). Vibration of continuous bridges under moving vehicles. Journal of Sound and Vibration, 169(5), 619–632. doi:10.1006/jsvi.1994.1037
  • Chen, Y., Feng, M.Q., & Tan, C.-A. (2009). Bridge structural condition assessment based on vibration and traffic monitoring. Journal of Engineering Mechanics, 135(8), 747–758. doi:10.1061/(ASCE)0733-9399(2009)135:8(747)
  • Chopra, A.K. (2011). Dynamic of structures theory and applications to earthquake engineering. (W. J. Hall, Ed.) (Fourth ed.). New Jersey: Prentice-Hall.
  • Coussy, O., Said, M., & van Hoove, J.-P. (1989). The influence of random surface irregularities on the dynamic response of bridges under suspended moving loads. Journal of Sound and Vibration, 130(2), 313–320. doi:10.1016/0022-460X(89)90556-7
  • Crespo-Minguillon, C., & Cases, J. R. (1998). Fatigue reliability analysis of prestressed concrete bridges. Journal of Structural Engineering, 124(12), 1458–1466. 10.1061/(ASCE)0733-9445(1998)124:12(1458).
  • De Salvo, V., Muscolino, G., & Palmeri, A. (2010). A substructure approach tailored to the dynamic analysis of multi-span continuous beams under moving loads. Journal of Sound and Vibration, 329(15), 3101–3120. doi:10.1016/j.jsv.2010.02.016
  • Downing, S.D., & Socie, D.F. (1982). Simple rainflow counting algorithms. International Journal of Fatigue, 4(1), 31–40. doi:10.1016/0142-1123(82)90018-4
  • Fatemi, A., & Yang, L. (1998). Cumulative fatigue damage and life prediction theories: A survey of the state of the art for homogeneous materials. International Journal of Fatigue, 20(1), 9–34. doi:10.1016/S0142-1123(97)00081-9
  • Fisher, J. W. (1977). Bridge fatigue guide-design and details. Chicago, IL: American Institute of Steel Construction.
  • Foda, M.A., & Abduljabbar, Z. (1998). A dynamic green function formulation for the response of a beam structure to a moving mass. Journal of Sound and Vibration, 210(3), 295–306. doi:10.1006/jsvi.1997.1334
  • Fryba, L. (1996). Dynamics of railway bridges. London: Thomas Telford.
  • Frýba, L. (1972). Vibration of solids and structures under moving loads. Prague: Thomas Telford Ltd & Academia.
  • Frýba, L. (1976). Non-stationary response of a beam to a moving random force. Journal of Sound and Vibration, 46(3), 323–338. doi:10.1016/0022-460X(76)90857-9
  • Green, M.F., & Cebon, D. (1997). Dynamic interaction between heavy vehicles and highway bridges. Computers & Structures, 62(2), 253–264. doi:10.1016/S0045-7949(96)00198-8
  • Hahin, C., South, J. M., Mohammadi, J., & Polepeddi, R. K. (1993). Accurate and rapid determination of fatigue damage in steel bridges. Journal of Structural Engineering, 119(1), 150–168. doi:10.1061/(ASCE)0733-9445(1993)119:1(150)
  • Ichikawa, M., Miyakawa, Y., & Matsuda, A. (2000). Vibration analysis of the continuous beam subjected to a moving mass. Journal of Sound and Vibration, 230(3), 493–506. doi:10.1006/jsvi.1999.2625
  • IRC:24-2010 (2010). Standard specifications and code of practice for road bridges-section V: Steel road bridges. Third Revision. New Delhi, India: IRC.
  • ISO 8608:1995 (1995). Mechanical vibration-road surface profiles reporting measured data. Geneva, Switzerland: International Organization for Standardization.
  • Johansson, C., Pacoste, C., & Karoumi, R. (2013). Closed-form solution for the mode superposition analysis of the vibration in multi-span beam bridges caused by concentrated moving loads. Computers & Structures, 119, 85–94. doi:10.1016/j.compstruc.2013.01.003
  • Kwark, J. W., Choi, E. S., Kim, Y. J., Kim, B. S., & Kim, S. I. (2004). Dynamic behavior of two-span continuous concrete bridges under moving high-speed train. Computers & Structures, 82(4-5), 463–474. doi:10.1016/S0045-7949(03)00054-3
  • Li, J., & Chen, J. (2009). Stochastic dynamics of structures. Clementi Loop, Singapore: John Wiley and Sons (Asia) Pte Ltd.
  • Lipari, A., Caprani, C. C., & OBrien, E. J. (2017). Heavy vehicle gap control for bridge traffic loading mitigation. IEEE Intelligent Transportation Systems Magazine, 9(4), 118–131. doi:10.1109/inlts.2017.2743169
  • Lutes, L. D., & Sarkani, S. (2004). Random vibrations-analysis of structural and mechanical systems. London: Elsevier.
  • 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
  • Marchesiello, S., Fasana, A., Garibaldi, L., & Piombo, B. A. D. (1999). Dynamics of multi-span continuous straight bridges subject to multi-degrees of freedom moving vehicle excitation. Journal of Sound and Vibration, 224(3), 541–561. doi:10.1006/jsvi.1999.2197
  • Michaltsos, G., Sophianopoulos, D., & Kounadis, A. N. (1996). The effect of a moving mass and other parameters on the dynamic response of a simply supported beam. Journal of Sound and Vibration, 191(3), 357–362. doi:10.1006/jsvi.1996.0127
  • Miner, M. A. (1945). Cummulative damage in fatigue. Journal of Applied Mechanics, 67, A159–A164.
  • Mu, D., & Choi, D. H. (2014). Dynamic responses of a continuous beam railway bridge under moving high speed train with random track irregularity. International Journal of Steel Structures, 14(4), 797–810. doi:10.1007/s13296-014-1211-1
  • Nigam, N.C. (1983). Introduction to random vibrations. Cambridge. MA: The MIT Press.
  • Paulson, C., Frank, K., & Brean, J. (1983). A fatigue study of prestressing strand, Research Report 300-1. Austin, TX: Centre for Transportation Research, The University of Texas.
  • Pesterev, A.V., Bergman, L.A., Tan, C.A., Tsao, T.C., & Yang, B. (2003). On asymptotics of the solution of the moving oscillator problem. Journal of Sound and Vibration, 260(3), 519–536. doi:10.1016/S0022-460X(02)00953-7
  • Ruan, X., Zhou, J., Tu, H., Jin, Z., & Shi, X. (2017). An improved cellular automation with axis information for microscopic traffic simulation. Transportation Research Part C: Emerging Technologies, 78, 63–77. doi:10.1016/j.trc.2017.02.023
  • Ranganathan, R. (2000). Structural reliability analysis and design. Mumbai: Jaico Publishing House.
  • Rao, V.G., & Talukdar, S. (2003). Prediction of fatigue life of a continuous bridge girder based on vehicle induced stress history. Shock and Vibration, 10(5-6), 325–338. doi:10.1155/2003/309413
  • Schenk, C.A., & Bergman, L.A. (2003). Response of continuous system with stochastically varying surface roughness to moving load. Journal of Engineering Mechanics, 129(7), 759–768. (July), doi:10.1061/(ASCE)0733-9399(2003)129:7(759)
  • Schoutens, W. (2000). Lecture notes in statistics. In P. Bickel, P. Diggle, S. Fienberg, K. Krickeberg, I. Olkin, N. Wermuth, S. Zeger (Eds.), Stochastic processes and orthogonal polynomials. New York: Springer-Verlag. doi:10.1007/978-1-4612-1470-0.
  • Shin, J.R., An, Y.K., Sohn, H., & Yun, C.B. (2010). Vibration reduction of high-speed railway bridges by adding size-adjusted vehicles. Engineering Structures, 32(9), 2839–2849. doi:10.1016/j.engstruct.2010.05.003
  • Shinozuka, M. (1971). Simulation of multivariate and multidimensional random processes. The Journal of the Acoustical Society of America, 49(1B), 357–368. doi:10.1121/1.1912338
  • Shinozuka, M., & Kobori, T. (1972). Fatigue analysis of highway bridges. In Proc. Of JSCE (pp. 137–148. doi:10.2208/jscej1969.1972.208_137
  • Sieniawska, R., & Śniady, P. (1990). Life expectancy of highway bridges due to traffic load. Journal of Sound and Vibration, 140(1), 31–38. doi:10.1016/0022-460X(90)90904-E
  • Sniady, P. (1984). Vibration of of a beam due to a random stream of moving forces with random velocity. Journal of Sound and Vibration, 97(1), 23–33. 10.1016/0022-460X(84)90464-4.
  • Śniady, P., Biernat, S., Sieniawska, R., & Żukowski, S. (2001). Vibrations of the beam due to a load moving with stochastic velocity. Probabilistic Engineering Mechanics, 16(1), 53–59. doi:10.1016/S0266-8920(00)00007-2
  • Stancioiu, D., Ouyang, H., Mottershead, J.E., & James, S. (2011). Experimental investigations of a multi-span flexible structure subjected to moving masses. Journal of Sound and Vibration, 330(9), 2004–2016. doi:10.1016/j.jsv.2010.11.011
  • Sun, L., & Kennedy, T.W. (2002). Spectral analysis and parametric study of stochastic pavement loads. Journal of Engineering Mechanics, 128(3), 318–327. doi:10.1061/(ASCE)0733-9399(2002)128:3(318)
  • Tung, C.C. (1969). Response of highway bridges to renewal traffic loads. Journal of Engineering Mechanics Division, 95(1), 41–58.
  • Turner, J.D., & Pretlove, A.J. (1988). A study of the spectrum of traffic-induced bridge vibration. Journal of Sound and Vibration, 122 (1), 31–42. doi:10.1016/S0022-460X(88)80004-X
  • Wang, T.-L., Liu, C., Huang, D., & Shahawy, M. (2005). Truck loading and fatigue damage analysis for girder bridges based on weigh-in-motion data. Journal of Bridge Engineering, 10(1), 12–20. doi:10.1061/(ASCE)1084-0702(2005)10:1(12)
  • Wang, W., & Deng, L. (2016). Impact factors for fatigue design of steel i-girder bridges considering the deterioration of road surface condition. Journal of Bridge Engineering, 21(5), 04016011–04016010. doi:10.1061/(ASCE)BE.1943-5592.0000885
  • Wang, W., Deng, L., & Shao, X. (2016a). Number of stress cycles for fatigue design of simply-supported steel i-girder bridges considering the dynamic effect of vehicle loading. Engineering Structures, 110, 70–78. doi:10.1016/j.engstruct.2015.11.054
  • Wang, W., Deng, L., & Shao, X. (2016b). Fatigue design of steel bridges considering the effect of dynamic vehicle loading and overloaded trucks. Journal of Bridge Engineering, 21(9), 04016048–04016012. doi:10.1061/(ASCE)BE.1943-5592.0000914
  • Yadav, D., & Nigam, N.C. (1978). Ground induced non stationary response of vehicles. Journal of Sound and Vibration, 61(1), 117–226. doi:10.1016/0022-460X(78)90046-9
  • Yang, Y.B., & Lin, C.W. (2005). Vehicle-bridge interaction dynamics and potential applications. Journal of Sound and Vibration, 284(1-2), 205–226. doi:10.1016/j.jsv.2004.06.032
  • Yin, X., Fang, Z., Cai, C.S., & Deng, L. (2010). Non-stationary random vibration of bridges under vehicles with variable speed. Engineering Structures, 32(8), 2166–2174. doi:10.1016/j.engstruct.2010.03.019
  • Zeng, Q., Stoura, C.D., & Dimitrakopoulos, E.G. (2018). A localized lagrange multipliers approach for the problem of vehicle-bridge-interaction. Engineering Structures, 168, 82–92. doi:10.1016/j.engstruct.2018.04.040
  • Zhang, W., Liu, X., & Gu, X. (2016). Fatigue behaviour of corroded prestressed concrete beams. Construction and Building Materials, 106, 198–208. doi:10.1016/j.conbuildmat.2015.12.119
  • Zhang, W., & Cai, C.S. (2012). Fatigue reliability assessment for existing bridges considering vehicle speed and road surface conditions. Journal of Bridge Engineering, 17(3), 443–453. doi:10.1061/(ASCE)BE.1943-5592.0000272
  • Zhu, J., Chen, C., & Han, Q. (2014). Vehicle bridge coupling vibration analysis based fatigue reliability prediction of prestressed concrete highway bridges. Structural Engineering and Mechanics, 49(2), 203–223. doi:10.12989/sem.2014.49.2.203

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