Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure

V. M. Karbhari, J. W. Chin, D. Hunston, B. Benmokrane, Thomas David Juska, R. Morgan, J. J. Lesko, U. Sorathia, D. Reynaud

Research output: Contribution to journalReview article

306 Scopus citations

Abstract

The lack of a comprehensive, validated, and easily accessible data base for the durability of fiber-reinforced polymer (FRP) composites as related to civil infrastructure applications has been identified as a critical barrier to widespread acceptance of these materials by structural designers and civil engineers. This concern is emphasized since the structures of interest are primarily load bearing and are expected to remain in service over extended periods of time without significant inspection or maintenance. This paper presents a synopsis of a gap analysis study undertaken under the aegis of the Civil Engineering Research Foundation and the Federal Highway Administration to identify and prioritize critical gaps in durability data. The study focuses on the use of FRP in internal reinforcement, external strengthening, seismic retrofit, bridge decks, structural profiles, and panels. Environments of interest are moisture/solution, alkalinity, creep/relaxation, fatigue, fire, thermal effects (including freeze-thaw), and ultraviolet exposure.

Original languageEnglish (US)
Pages (from-to)238-247
Number of pages10
JournalJournal of Composites for Construction
Volume7
Issue number3
DOIs
StatePublished - Aug 1 2003

All Science Journal Classification (ASJC) codes

  • Ceramics and Composites
  • Civil and Structural Engineering
  • Building and Construction
  • Mechanics of Materials
  • Mechanical Engineering

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  • Cite this

    Karbhari, V. M., Chin, J. W., Hunston, D., Benmokrane, B., Juska, T. D., Morgan, R., Lesko, J. J., Sorathia, U., & Reynaud, D. (2003). Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure. Journal of Composites for Construction, 7(3), 238-247. https://doi.org/10.1061/(ASCE)1090-0268(2003)7:3(238)