Macro-crack initiation life for orthotropic steel decks considering weld heterogeneity and random traffic loading

References

• Atzori, B., Meneghetti, G., & Susmel, L. (2005). Material fatigue properties for assessing mechanical components weakened by notches and defects. Fatigue & Fracture of Engineering Materials & Structures, 28, 83–97.
   Web of Science ®Google Scholar
• Aygül, M., Al-Emrani, M., & Urushadze, S. (2012). Modelling and fatigue life assessment of orthotropic bridge deck details using FEM. International Journal of Fatigue, 40, 129–142.10.1016/j.ijfatigue.2011.12.015
   Web of Science ®Google Scholar
• Barsoum, Z., & Barsoum, I. (2009). Residual stress effects on fatigue life of welded structures using LEFM. Engineering Failure Analysis, 16, 449–467.10.1016/j.engfailanal.2008.06.017
   Web of Science ®Google Scholar
• Belytschko, T., Moës, N., Usui, S., & Parimi, C. (2001). Arbitrary discontinuities in finite elements. International Journal for Numerical Methods in Engineering, 50, 993–1013.10.1002/(ISSN)1097-0207
   Web of Science ®Google Scholar
• Bogdanov, S. (2014). Fatigue life prediction based on the advanced fatigue crack growth model and the Monte–Carlo Simulation Method (PhD thesis). Canada: University of Waterloo.
   Google Scholar
• CEN. (2003). Eurocode 1: Actions on structures – Part 2: Traffic loads on bridges. Brussels: European Committee for Standardization.
   Google Scholar
• Chen, S.R., & Wu, J. (2011). Modeling stochastic live load for long-span bridge based on microscopic traffic flow simulation. Computers & Structures, 89, 813–824.10.1016/j.compstruc.2010.12.017
   Web of Science ®Google Scholar
• Chen, Z. (2010). Fatigue and reliability analyses of multiload suspension bridges with WASHMS. Hong Kong: The Hong Kong Polytechnic University.
   Google Scholar
• Cheng, X., Fisher, J.W., Prask, H.J., Gnäupel-Herold, T., Yen, B.T., & Roy, S. (2003). Residual stress modification by post-weld treatment and its beneficial effect on fatigue strength of welded structures. International Journal of Fatigue, 25, 1259–1269.10.1016/j.ijfatigue.2003.08.020
   Web of Science ®Google Scholar
• Crémona, C., & Lukić, M. (1998). Probability-based assessment and maintenance of welded joints damaged by fatigue. Nuclear Engineering and Design, 182, 253–266.10.1016/S0029-5493(97)00295-1
   Web of Science ®Google Scholar
• Enright, B., & O’Brien, E.J. (2012). Monte Carlo simulation of extreme traffic loading on short and medium span bridges. Structure and Infrastructure Engineering, 9, 1267–1282.
   Web of Science ®Google Scholar
• Fisher, J.W., Frank, K.H., Hirt, M.A., & McNamme, B.M. (1970). Effect of weldments on the fatigue strength of steel beams (National Cooperative Highway Research Program, NCHRP Report No. 102). Washington, DC: Transportation Research Board.
   Google Scholar
• Hiriyur, B., Waisman, H., & Deodatis, G. (2011). Uncertainty quantification in homogenization of heterogeneous microstructures modeled by XFEM. International Journal for Numerical Methods in Engineering, 88, 257–278.10.1002/nme.3174
   Web of Science ®Google Scholar
• Hobbacher, A.F. (2008). Recommendations for fatigue design of welded joints and components. IIW Document XIII-1823-07, Paris, France.
   Google Scholar
• Jacob, B., Bouteldja, M., & Stanczyk, D. (2008). Installation and experimentation of MS-WIM systems with three strip sensor technologies: Early results. In B. Jacob, E. O’Brien, A. O’Connor, & M. Bouteldja (Eds.), Proceedings of 5th International Conference on Weigh-In-Motion of Heavy Vehicles (pp. 149–158). Paris: John Wiley & Sons.
   Google Scholar
• De Jong, F.B.P. (2004). Overview fatigue phenomenon in orthotropic bridge decks in the Netherlands. In 2004 Orthotropic Bridge Conference, Sacramento.
   Google Scholar
• Kolstein, M.H. (2007). Fatigue classification of welded joints in orthotropic steel bridge decks (PhD thesis). Delft, Netherlands: Delft University of Technology.
   Google Scholar
• Kumar, S., Singh, I.V., & Mishra, B.K. (2014). A multigrid coupled (FE-EFG) approach to simulate fatigue crack growth in heterogeneous materials. Theoretical and Applied Fracture Mechanics, 72, 121–135.10.1016/j.tafmec.2014.03.005
   Web of Science ®Google Scholar
• Lassen, T., & Sørensen, J.D. (2002). A probabilistic damage tolerance concept for welded joints. Part 1: Data base and stochastic modeling. Marine Structures, 15, 599–613.10.1016/S0951-8339(02)00020-5
   Web of Science ®Google Scholar
• Liu, Y.P. (2010). Study on fatigue crack growth behavior in welded steel plates used for bridges (PhD thesis). China: Huazhong University of Science and Technology. (in Chinese)
   Google Scholar
• Mahadevan, S., & Ni, K. (2003). Damage tolerance reliability analysis of automotive spot-welded joints. Reliability Engineering & System Safety, 81, 9–21.10.1016/S0951-8320(03)00057-7
   Web of Science ®Google Scholar
• Miki, C., Tateishi, K., Fan, H.-D., & Tanaka, M. (1993). Fatigue strengths of fillet-welded joints containing root discontinuities. International Journal of Fatigue, 15, 133–140.10.1016/0142-1123(93)90007-D
   Web of Science ®Google Scholar
• Miki, C., Fahimuddin, F., & Anami, K. (2001). Fatigue performance of butt-welded joints containing various embedded defects. Doboku Gakkai Ronbunshu, 2001, 29–41.10.2208/jscej.2001.668_29
   Google Scholar
• Murakami, Y., & Keer, L.M. (1993). Stress intensity factors handbook, Vol. 3. Journal of Applied Mechanics, 60, 1063.10.1115/1.2900983
   Web of Science ®Google Scholar
• Newman, J.C., & Raju, I.S. (1981). An empirical stress-intensity factor equation for the surface crack. Engineering Fracture Mechanics, 15, 185–192.10.1016/0013-7944(81)90116-8
   Web of Science ®Google Scholar
• O’Connor, A., & O’Brien, E.J. (2005). Traffic load modelling and factors influencing the accuracy of predicted extremes. Canadian Journal of Civil Engineering, 32, 270–278.10.1139/l04-092
   Web of Science ®Google Scholar
• Pais, M. (2011). Variable amplitude fatigue analysis using surrogate models and exact XFEM reanalysis (PhD thesis). Florida: University of Florida.
   Google Scholar
• Sim, H., & Uang, C. (2012). Stress analyses and parametric study on full-scale fatigue tests of rib-to-deck welded joints in steel orthotropic decks. Journal of Bridge Engineering, 17, 765–773.10.1061/(ASCE)BE.1943-5592.0000307
   Web of Science ®Google Scholar
• Sivakumar, B., Ghosn, M., Moses, F., & TranSystems Corporation. (2011). Protocols for collecting and using traffic data in bridge design (NCHRP Report 683). Washington, DC: Lichtenstein Consulting Engineers Inc.
   Google Scholar
• Tabatabaeipour, M., Hettler, J., Delrue, S., & Van Den Abeele, K. (2016). Non-destructive ultrasonic examination of root defects in friction stir welded butt-joints. NDT & E International, 80, 23–34.10.1016/j.ndteint.2016.02.007
   Web of Science ®Google Scholar
• Tanaka, K. (1974). Fatigue crack propagation from a crack inclined to the cyclic tensile axis. Engineering Fracture Mechanics, 6, 493–507.10.1016/0013-7944(74)90007-1
   Google Scholar
• Wang, B., De Backer, H., & Chen, A. (2016). An XFEM based uncertainty study on crack growth in welded joints with defects. Theoretical and Applied Fracture Mechanics, 86, 125–142.10.1016/j.tafmec.2016.06.005
   Web of Science ®Google Scholar
• Wang, Y., Li, Z.X., & Li, A.Q. (2011). Fatigue crack growth model for assessing reliability of box-girders for cable-stayed bridge combining SHMS with strain data. Theoretical and Applied Fracture Mechanics, 55, 60–67.10.1016/j.tafmec.2011.01.006
   Web of Science ®Google Scholar
• Wolchuk, R. (1990). Lessons from weld cracks in orthotropic decks on three European bridges. Journal of Structural Engineering, 116, 75–84.10.1061/(ASCE)0733-9445(1990)116:1(75)
   Web of Science ®Google Scholar
• Xiao, Z.-G., Yamada, K., Ya, S., & Zhao, X.-L. (2008). Stress analyses and fatigue evaluation of rib-to-deck joints in steel orthotropic decks. International Journal of Fatigue, 30, 1387–1397.10.1016/j.ijfatigue.2007.10.008
   Web of Science ®Google Scholar
• Yam, M.C.H., Fang, C., Lam, A.C.C., & Cheng, J.J.R. (2014). Local failures of coped steel beams – A state-of-the-art review. Journal of Constructional Steel Research, 102, 217–232.10.1016/j.jcsr.2014.07.002
   Web of Science ®Google Scholar
• Zerbst, U., Madia, M., & Hellmann, D. (2012). An analytical fracture mechanics model for estimation of S-N curves of metallic alloys containing large second phase particles. Engineering Fracture Mechanics, 82, 115–134.10.1016/j.engfracmech.2011.12.001
   Web of Science ®Google Scholar
• Zhou, H., Shi, G., Wang, Y., Chen, H., & De Roeck, G. (2016). Fatigue evaluation of a composite railway bridge based on fracture mechanics through global–local dynamic analysis. Journal of Constructional Steel Research, 122, 1–13.10.1016/j.jcsr.2016.01.014
   Web of Science ®Google Scholar
• Zhou, X.-Y. (2013). Statistical analysis of traffic loads and their effects on bridges using weigh-in-motion data collected in France (PhD thesis). Champs-sur-Marne: Université Paris-Est.
   Google Scholar
• Zhou, X.-Y., Treacy, M., Schmidt, F., Brühwiler, E., Toutlemonde, F., & Jacob, B. (2015). Effect on bridge load effects of vehicle transverse in-lane position: A case study. Journal of Bridge Engineering, 20, 04015020.10.1061/(ASCE)BE.1943-5592.0000763
   Web of Science ®Google Scholar
• Zhou, X.-Y., Schmidt, F., Toutlemonde, F., & Jacob, B. (2016). A mixture peaks over threshold approach for predicting extreme bridge traffic load effects. Probabilistic Engineering Mechanics, 43, 121–131.10.1016/j.probengmech.2015.12.004
   Web of Science ®Google Scholar