Technical Papers
Oct 23, 2013

Rehabilitation and Restoration of Old Steel Railway Bridges: Laboratory Experiment and Field Test

Publication: Journal of Bridge Engineering
Volume 19, Issue 5

Abstract

Preventive maintenance on aged steel railway structures is all important due to their long service time after completion. This paper introduced a strengthening method for old steel railway bridges by using rubber-latex mortar, glass fiber reinforced polymer (GFRP) plates, lightweight rapid hardening concrete, and reinforcing bars. Both laboratory tests and field tests were performed to confirm the effects of the present strengthening method. In total, two old railway bridges were employed in this study. One of them has been in service for around 100 years. The static loading test was performed in the laboratory. Experimental results, including load-deflection response, strain distribution on the structural steel, GFRP plates as well as concrete, were given and compared between the original steel railway bridge and the strengthened bridge. Theoretical results were also provided to make a comparison with the experimental results. Both the experimental and theoretical results indicated that the present renovation method could greatly enhance the rigidity and reduce the stress levels of old steel members, resulting in the extension of the residual service life of the old steel railway bridge. In addition, field tests were performed on the other old railway bridge, which has been used for 86 years, and stress variation on the railway bridge under the running train was measured and the effects of the present strengthening method in the real service condition were also confirmed.

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Acknowledgments

The laboratory test specimen of the old railway steel bridge was supplied by Takamatsu-Kotohira Electric Railroad Co. Ltd. These supports are gratefully acknowledged. The assistance from the Railway Technical Research Institute of Japan, Taiheiyo Materials Corporation, and Kurashiki-Boseki Corporation are also gratefully appreciated.

References

Bennitz, A., Danielsson, G., and Täljsten, B. (2008). “Strengthening of a railway bridge with NSMR and CFRP tubes.” Proc., 4th Int. Conf. on FRP Composites in Civil Engineering (CICE2008), Paper 9.B.5, Empa, Dübendorf, Switzerland.
Ermopoulos, J., and Spyrakos, C. C. (2006). “Validated analysis and strengthening of a 19th century railway bridge.” Eng. Struct., 28(5), 783–792.
Fischer, M., and Lorenz, W. (2011). “Strengthening of listed historic steel structures: Overhaul of viaduct and stations of the elevated railroad line No. 2 in Berlin-Prenzlauer Berg.” Stahlbau, 80(6), 419–427.
Lin, W., and Yoda, T. (2011). “Mechanical behaviour of composite girders subjected to hogging moment: Experimental study.” J. Jpn. Soc. Civ. Eng. Ser. A, 67(3), 583–596.
Lin, W., Yoda, T., Taniguchi, N., Kasano, H., and He, J. (2013). “Mechanical performance of steel-concrete composite beams subjected to hogging moment.” J. Struct. Eng., 04013031.
Linghoff, D., and Al-Emrani, M. (2010). “Performance of steel beams strengthened with CFRP laminate—Part 2: FE analyses.” Composites Part B, 41(7), 516–522.
Linghoff, D., Al-Emrani, M., and Kliger, R. (2010). “Performance of steel beams strengthened with CFRP laminate—Part 1: Laboratory tests.” Composites Part B, 41(7), 509–515.
Ministry of Land, Infrastructure, Transport and Tourism (MLIT). (2009). Standard specification for railway structures, Tokyo.
Nagai, M., and Miyashita, T. (2009). “Recent topics on steel bridge engineering in Japan—Design and maintenance.” 10th Korea-China-Japan Symp. on Steel Structures, Korean Society of Steel Construction, Seoul, 65–76.
Olofsson, I., et al. (2005). “Assessment of European railway bridges for future traffic demands and longer lives—EC project ‘Sustainable Bridges’.” Struct. Infrastruct. Eng., 1(2), 93–100.
Taniguchi, N., Hansaka, M., Koide, N., Ohgaki, K., Okubo, F., Satake, S., and Sugino, Y. (2011). “Study of the hybrid structures changed from the steel bridges for railroad which considered construction.” Chapter 181, Bridge maintenance, safety, management, resilience and sustainability, F. Biondini and D. M. Frangopol, eds., CRC, London, 1379–1386.
Unterweger, H. (2008). “Remarkable strengthening of an old steel highway bridge.” IABSE Congress Rep., 17th Congress of IABSE, International Association for Bridge and Structural Engineering, Zurich, Switzerland, 200–201.
Wallin, J., Leander, J., Karoumi, R., and Lorenz, W. (2011). “Strengthening of a steel railway bridge and its impact on the dynamic response to passing trains.” Eng. Struct., 33(2), 635–646.

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Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 19Issue 5May 2014

History

Received: Jul 14, 2013
Accepted: Oct 21, 2013
Published online: Oct 23, 2013
Published in print: May 1, 2014
Discussion open until: Jun 7, 2014

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Authors

Affiliations

Weiwei Lin, Ph.D., M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan. E-mail: [email protected]
Teruhiko Yoda, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Waseda Univ., Shinjuku-ku, Tokyo 169-8555, Japan (corresponding author). E-mail: [email protected]
Nozomu Taniguchi, Ph.D. [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Maebashi Institute of Technology, Maebashi-shi Gunma 371-0816, Japan; formerly, Senior Researcher, Railway Technical Research Institute of Japan,Tokyo 185-8540, Japan. E-mail: [email protected]

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