KSCE Journal of Civil Engineering

, Volume 10, Issue 2, pp 113–121 | Cite as

RETRACTED ARTICLE: Field testing and capacity-ratings of a short-span bridge superstructures made of advanced composite materials

Structural Engineering


Recently, there have been many theoretical and experimental studies on advanced composite materials (ACM) bridges in various fields over the world. Compared with a reinforced concrete or steel bridge, an ACM bridge has more advantages in strength, stiffness, transportation, and installation. Many demonstration projects have been carried out in the U.S, and Europe. They are also being developed and tested in South Korea. In South Korea the first of all ACM short-span bridge superstructures was installed on a public highway system in May 2002. Since these composite materials are new to bridge applications, reliable data is not available for their in-service performance. This paper describes in-service performance assessment of all ACM bridge superstructures. To investiga te its in-service performance, field load testing and visual inspections were conducted under an actual service environment. The p aper includes the presentation and discussion for ACM Bridge capacity rating based on the stress modification coefficients obtained from the test results. The test result indicates that the ACM bridge superstructure has no structural problems and is structurally performing well in-service as expected. The results may provide a baseline data for future field ACM bridge capacity rating assessments and also serve as part of a long-term performance of ACM bridge superstructure.


advanced composite materials field load testing stress modification coefficients in-service performance assessments bridge capacity rating 


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  1. American Association of State Highway and Transportation Officials (AASHTO) (1996).Standards Specifications for Highway Bridges, 16th Ed., Washington D.C.Google Scholar
  2. Clarke, J.L. (ed) (1996). “Structural Design of Polymer Composite-EUROCOMP Design Code and Handbook”, E&FN Spon, London, England.Google Scholar
  3. LUSAS Version. 13.2, FEA Ltd. (1999). Ministry of Construction and Transportation (MOCT).Standards specifications for highway bridges (in Korean), 2nd Ed., Korea (2000a).Google Scholar
  4. Ministry of Construction and Transportation (MOCT).Design manuals for highway bridges (in Korean), 2nd Ed., Korea (2000b).Google Scholar
  5. Ji, H.S., Son, B.J., and Chang, S.Y. (2004). “Field application and characterization of advanced composite materials short-span bridge superstructure.”Journal of Korean Society of Civil Engineering, Vol. 24, No. 6A, pp. 1137–1144.Google Scholar
  6. Ji, H.S., Chun, K.S., Son, B.J., and Chang, S.Y. (2004). “Design, fabrication, and load testing of an advanced composite materials superstructure.”Proceedings of the 4th Advanced Composite Materials in Bridges and Structures Conference, Calgary, Alberta, Canada, July 20–23.Google Scholar
  7. Ji, H.S., Son, B.J., and Chang, S.Y. (2001). “An experimental study on the behavior of composite materials bridge decks for use in deteriorated bridge decks replacement.”Journal of Korean Society of Steel Construction, pp. 631–640.Google Scholar
  8. Hayes, M.D., Lesko, J.J., and Cousins, T.E. et al. (2000). “Laboratory and field testing of composite bridge superstructure”,Journal of Composite for Construction, pp. 120–128.Google Scholar
  9. Stallings, J.M. and Yoo, C.H. (1993). “Tests and ratings of short-span steel bridges”.Journal of Structural Engineering, Vol. 119, No. 7, pp. 2150–2168.CrossRefGoogle Scholar

Copyright information

© KSCE and Springer jointly 2006

Authors and Affiliations

  1. 1.Dept. of Civil EngineeringDaewon Science CollegeChungbukKorea
  2. 2.Dept. of Civil EngineeringKonyang Univ.ChungnamKorea
  3. 3.Dept. of Civil EngineeringUniv. of SeoulSeoulKorea

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