Fiber-reinforced polymer stay-in-place structural forms for concrete bridge decks: State-of-the-art review

M. S. Nelson, A. Z. Fam, J. P. Busel, C. E. Bakis, A. Nanni, L. C. Bank, M. Henderson, J. Hanus

Research output: Contribution to journalArticle

15 Scopus citations

Abstract

The state-of-the-art of fiber-reinforced polymer (FRP) composite stay-in-place (SIP) structural form systems for bridge decks is presented in this paper. This technique involves constructing a concrete deck whereby prefabricated FRP components act as both the permanent formwork and the bottom flexural reinforcement. The advantages and limitations of the technology are presented, along with the current progress of experimental and analytical investigations. Extensive laboratory investigation is presented covering numerous aspects of the system, including strength, fatigue, and environmental performance. A variety of system configurations are discussed. Examples of field applications are presented, along with evaluations of cost effectiveness and inspection considerations. The result of these investigations show that FRP SIP formwork systems can be both constructible and meet applicable code requirements for strength and serviceability. Preliminary cost assessments suggest that increases in material costs can be partially offset by savings in labor during installation. Finally, future research needs are identified.

Original languageEnglish (US)
Pages (from-to)1069-1080
Number of pages12
JournalACI Structural Journal
Volume111
Issue number5
DOIs
StatePublished - Jan 1 2014

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction

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    Nelson, M. S., Fam, A. Z., Busel, J. P., Bakis, C. E., Nanni, A., Bank, L. C., Henderson, M., & Hanus, J. (2014). Fiber-reinforced polymer stay-in-place structural forms for concrete bridge decks: State-of-the-art review. ACI Structural Journal, 111(5), 1069-1080. https://doi.org/10.14359/51686810