Issue 9

Z.H. Qian et alii, Frattura ed Integrità Strutturale, 9 (2009) 105 - 112; DOI: 10.3221/IGF-ESIS.09.11 112 are necessary to carry out further researches. Furthermore, more applicable technologies are needful for the fatigue design and the repairing of orthotropic deck. R EFERENCES [1] J.W. Fisher. Fatigue and Fracture in Steel Bridges. John Wiley&Sons, (1984). [2] BS5400, Steel, Concrete and Composite Bridge–Part 10: Code of Practice for Fatigue, (1980). [3] Eurocode 3: Design of Steel Structures, Part 1.9: Fatigue, (2004). [4] AASHTO LRFD Bridge Design Specifications, (2005). [5] T. Gurney. Cumulative damage of welded joints. CRC Press, (2006). [6] L. Bertini, V. Fontanari, G. Straffelini, Int. J. of Fatigue, 20(10) (1998) 749. [7] Z. Xiao, K. Yamada, S. Ya, X. Zhao, Int. J. of Fatigue, 30(8) (2008) 1387. [8] J.Janss., J. of Constructional Steel Research, 9 (1988) 147. [9] M.H. Kolstein, J. Wardenier, J.R. Cuninghame, C. Beales, A. Bruls, E. Poleur, S. Caramelli, P. Croce, J. Carracilli, B. Jacob, J.S. Leendertz, A. Bignonnet, Le Pautremat, H.P. Lehrke, Welding in the world, 38 (1996) 175. [10] D. Abruzzese, Z.H. Qian. Fatigue Problems for Orthotropic Deck Bridges. Handling Exceptions in Structural Engineering: Robustezza Strutturale, Scenari Accidentali, Complessità di Progetto”;University of Rome “La Sapienza”, Italy: DOI: 10.3267/HE2008, (2008). [11] K. Kiss, L. Dunai, Computers and Structures, 8 (2002) 2321. [12] H. Lehrke, IABSE: Remaining Fatigue Life of Steel Structures, ETHHONGGERBERG, Zurich, 59 (1990) 133. [13] S.J. Maddox. The fatigue behavior of trapezoidal stiffener to deck plate welds in orthotropic bridge decks. TRRL Report SR96UC, Transport Research Laboratory, Crowthorne, (1974). [14] M.H. Kolstein, J.S. Leendertz, J. Wardeenier, Nordic Steel Construction Conference, Sweden, (1995). [15] W. J. Bocchieri, J.W. Fisher. Williamsburg Bridge replacement orthotropic deck as-built fatigue test. ATLSS Report No. 98-04, (1998). [16] R.J., Connor, J.W., Fisher. Results of field measurements on the prototype orthotropic deck on the Bronx-Whitestone Bridge. ATLSS Report No. 04-03, (2004). [17] R.J. Connor, J. of the Transportation Research Board, 1892 (2004) 78. [18] P.A. Tsakopoulos, J.W. Fisher, Steel Structure, 5 (2005) 211. [19] D. Abruzzese, A. Grimaldi, Z.H. Qian, International Orthotropic Bridge Conference, U.S.A. (2008) 256. [20] S. Camo, Q. Ye, R.C. Prior, V. Pandya, International Orthotropic Bridge Conference, U.S.A., (2008) 573. [21] K.J. Kirkhope, R. Bell, L. Caron, R.I. Basu, K.-T. Ma. Marine Structures, 12 (1999) 447. [22] M. Barletta, V. Tagliaferri. Int. J. of Machine Tools & Manufacture, 46 (2006) 271. [23] M. Barletta, G. Bolelli, S. Guarino, L. Lusvarghi, Progress in Organic Coatings, 59 (2007) 53. [24] X. Cheng, J. W. Fisher, H. J. Prask, T. Gna¨upel-Herold, B. T. Yen, S. Roy. Int. J. of Fatigue, 25 (2003)1259. [25] O. Hatamleh, J. Lyons, R. Forman, Fatigue Fract. Engng.Mater. Struct., 30 (2007) 115.