Cold Reinforcement and Evaluation of Steel Bridges with Fatigue Cracks
Publication: Journal of Bridge Engineering
Volume 23, Issue 4
Abstract
Cold reinforcement techniques refer to reinforcement methods that produce no or only low tensile residual stresses in structural details, avoiding new fatigue vulnerable details. To ensure the fatigue safety and extend the fatigue life of steel bridges, cold reinforcement techniques are proposed to stop the fatigue cracking of the critical details of orthotropic steel decks (OSDs) and web gap zones. Cold reinforcement techniques were evaluated by fatigue testing in the laboratory, in situ steel bridge case studies, and numerical fracture mechanics analysis using the extended FEM. Compared with drilling stop-holes, cold bonding of steel plates or bonding and bolting of steel angles have shown to effectively decrease local stresses, increase local rigidity, and extend fatigue lives. For in situ case studies on both a railway and a highway bridge, measured fatigue stress range spectra indicated that the bonding and bolting steel plate methods significantly enhance local rigidity and decrease local stresses. Numerical fracture mechanics results reveal fatigue stresses at the crack tip below the threshold of crack propagation.
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Acknowledgments
The authors acknowledge the financial support provided by the National Natural Science Foundation of China (Grant 51578073); the Major State Basic Research Development Program of China (973 Program) and Subprogram (Grant 2015CB057703); the Special Fund for Basic Scientific Research of Central Colleges of the P.R. China, Chang’an University (Grants 10821153501, 310821153401, and 310821153314); the Applied Basic Research Program of the Ministry of Transport of the P.R. China (Grant 2014319812080); and the Doctor Postgraduate Technical Project of Chang’an University (Grant 2014G5290008). The authors gratefully acknowledge Professor Eugen Brühwiler in EPFL for modifying the language of this paper.
References
Abaqus [Computer software]. SIMULIA, Providence, RI.
Alemdar, F. (2011). “Repair of bridge steel girders damaged by distortion-induced fatigue.” Ph.D. thesis, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Kansas, Lawrence, KS.
Bowman, M. D., Fu, G., Zhou, Y. E., Connor, R. J., and Godbole, A. A. (2012). “Fatigue evaluation of steel bridges.” NCHRP Rep. 721, Transportation Research Board, Washington, DC.
BSI (British Standards Institution). (2005). “Guide to methods for assessing the acceptability of flaws in fusion welded structures.” BS7910, London.
CEN (European Committee for Standardization). (2005). “Eurocode 3: Design of steel structures, part 1–9: Fatigue.” EN 1993-1-9, Brussels, Belgium.
Cheng, J., and Zhao, S. S. (2006). Fracture mechanics, Science Press, Beijing (in Chinese).
Connor, R., and Fisher, J. (2006). “Identifying effective and ineffective retrofits for distortion fatigue cracking in steel bridges using field instrumentation.” J. Bridge Eng., 745–752.
D’Andrea, M., Grondin, G. Y., and Kulak, G. L. (2001). “Behavior and rehabilitation of distortion-induced fatigue cracks in bridge girders.” Structural Engineering Rep. No. 240, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada.
De Corte, W. (2011). “Renovation techniques for rib to deck plate fatigue cracking in orthotropic bridge deck.” Sci. Res. Essays, 6(9), 1977–1986.
De Freitas, S. T., Kolstein, H., and Bijlaard, F. (2013). “Fatigue behavior of bonded and sandwich systems for strengthening orthotropic bridge decks.” Compos. Struct., 97(Mar), 117–128.
De Jong, F. B. P. (2007). “Renovation techniques for fatigue cracked orthotropic steel bridge decks.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Dexter, R. J., and Ocel, J. M. (2013). Manual for repair and retrofit of fatigue cracks in steel bridges (FHWA-IF-13-020), Federal Highway Administration, Washington, DC.
Feldmann, M., Sedlacek, G., and Gessler, A. (2007). “A system of steel-elastomer sandwich plates for strengthening orthotropic bridge decks.” Mech. Compos. Mater., 43(2), 183–190.
Fisher, J., and Barsom, J. M. (2016). “Evaluation of cracking in the rib-to-deck welds of the Bronx–Whitestone Bridge.” J. Bridge Eng., 04015065.
Fisher, J. W., Jian, J., Wagner, D. C., and Yen, B. T. (1990). “Distortion-induced fatigue cracking in steel bridges.” NCHRP Rep. 336, Transportation Research Board, Washington, DC.
Fraser, R. E. K., Grondin, G. Y., Kulak, G. L. (2000). “Behavior of distortion-induced fatigue cracks in bridge girders.” Struct. Eng. Rep. No. 235, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada.
Ge, Y. J., and Xiang, H. F. (2011). “Concept and requirements of sustainable development in bridge engineering.” Front. Archit. Civ. Eng. China, 5(4), 432–450.
Gregory, E., Slater, G., and Woodley, C. (1989). “Welded repair of cracks in steel bridge members.” NCHRP Rep.321, Transportation Research Board, Washington, DC.
Hu, Y. (2005). “Use of adhesives to retrofit out-of-plane distortion induced fatigue cracks.” Ph.D. thesis, Univ. of Minnesota, Minneapolis.
Kainuma, S., Jeong, Y. S., Yang, M., and Inokuchi, S. (2016). “Welding residual stress in roots between deck plate and U-rib in orthotropic steel decks.” Measurement, 92(Oct), 475–482.
Keating, P., Wilson, S., and Kohutek, T. (1996). “Evaluation of repair procedures for web gap fatigue damage.” Research Rep.1360-1, Texas Transportation Institute, Texas A&M Univ., College Station, TX.
Kolstein, M. H. (2007). “Fatigue classification of welded joints in orthotropic steel bridge decks.” Ph.D. thesis, Delft Univ. of Technology, Delft, Netherlands.
Mahmoud, H., and Miller, P. A. (2016). “Distortion-induced fatigue crack growth.” J. Bridge Eng., 04015041.
Makita, T., and Brühwiler, E. (2014). “Tensile fatigue behaviour of ultra-high performance fibre reinforced concrete (UHPFRC).” Mater. Struct., 47(3), 475–491.
Ministry of Transport of the People’s Republic of China. (2015). “Specifications for design of highway steel bridge.” JTG D64-2015, Beijing (in Chinese).
Moës, N., Dolbow, J., and Belytschko, T. (1999). “A finite element method for crack growth without remeshing.” Int. J. Numer. Methods Eng., 46(1), 131–150.
Roy, S., Fisher, J. W., and Yen, B. T. (2003). “Fatigue resistance of welded details enhanced by ultrasonic impact treatment (UIT).” Int. J. Fatigue, 25(9–11), 1239–1247.
Song, P. S., and Shieh, Y. L. (2004). “Stop drilling procedure for fatigue life improvement.” Int. J. Fatigue, 26(12), 1333–1339.
Tabata, A., Aoki, Y., and Takada, Y. (2010). “Study on improvement of the fatigue durability by filling of mortar in U-shaped rib of orthotropic steel deck.” Proc., IABMAS’10: 5th Int. Conf. on Bridge Maintenance, Safety, and Management, D. M. Frangopol, R. Sause, and C. S. Kusko, eds., Taylor & Francis, London, 2799–2805.
Walter, R., Olesen, J., Stang, H., and Vejrum, T. (2007). “Analysis of an orthotropic deck stiffened with a cement-based overlay.” J. Bridge Eng., 350–363.
Wang, C. S., Ou, C. Y., Zhai, M. S., and Duan, L. (2015a). “Cold retrofit method study for fatigue cracking of steel bridge.” Proc., IABSE Conf.-Structural Engineering: Providing Solutions to Global Challenges, IABSE, Geneva, 1227–1234.
Wang, C. S., Zhai, M. S., Houankpo, T. N. O., and Tang, Y. M. (2016). “Cold maintenance technique and assessment method study for orthotropic steel bridge deck.” China J. Highway. Trans., 29(8), 50–58 (in Chinese).
Wang, C. S., Zhai, M. S., Li, H. T., Ni, Y. Q., and Guo, T. (2015b). “Life-cycle cost based maintenance and rehabilitation strategies for cable supported bridges.” Adv. Steel Constr., 11(3), 395–410.
Wolchuk, R. (1990). “Lessons from weld cracks in orthotropic decks on three European bridges.” J. Struct. Eng., 75–84.
Yamada, K., Ishikawa, T., and Kakiichi, T. (2015). “Rehabilitation and improvement of fatigue life of welded joints by ICR treatment.” Adv. Steel Constr., 11(3), 294–304.
Yan, F., Chen, W. Z., and Lin, Z. B. (2016). “Prediction of fatigue life of welded details in cable-stayed orthotropic steel deck bridges.” Eng. Struct., 127(Nov), 344–358.
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© 2018 American Society of Civil Engineers.
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Received: Nov 28, 2016
Accepted: Oct 23, 2017
Published online: Feb 6, 2018
Published in print: Apr 1, 2018
Discussion open until: Jul 6, 2018
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