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Design of GFRP deck and deck-to-girder connections for girder bridges

  • Structural Engineering
  • Published:
KSCE Journal of Civil Engineering Aims and scope

Abstract

This paper presents the design and analysis of GFRP (glass fiber reinforced polymer) decks for the girder bridges. In the material design, Eglass fibers with vinyl ester resin are assumed for the materials. Five GFRP plates having different stacking patterns and material compositions are designed and pultruded. Total 100 specimens are tested for tension, compression, shear, and flexure. Based on the material properties determined in the material test, structural shape of deck profile having multi-cellular tube section is proposed. The proposed profile is finally optimized by using a genetic algorithm-based optimization procedure. Based on the results of this study, viable GFRP patterns and cross-sectional dimensions of deck profile with deck-to-girder connections suitable for the deck renewal projects are proposed. Using the proposed cross-sectional shape and GFRP patterns, a design of GFRP deck for the typical steel I-girder bridge is also presented in this paper.

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Abbreviations

A :

cross-sectional area of the deck profile

E 11, {ie86-1}:

modulus of elasticity and stress in the fiber direction, respectively

E 22, {ie86-2}:

modulus of elasticity and stress in the direction transverse to the fibers, respectively

G 12, G13 :

in-plane shear moduli

G 23 :

out-of-plane shear modulus

P :

single wheel load of DB-24 truck

L :

girder space or girder length

α:

angle between web tangent and bottom flange

v 12 :

in-plane Poisson's ratio

References

  • American Association of State Highway and Transportation Officials (AASHTO). (1996).Standards specifications for highway bridges. 16th Ed., Washington D.C.

  • ABAQUS/standard user's manual. Ver. 6.3 (2002). Hibbitt, Karlsson & Sorensen, Inc.

  • Bakis, C.E., Bank, L.C., Brown, V.L., Cosenza, E., Davalos, J.F., Lesko, J.J., Machida, S.H., Rizkalla, S.H., and Triantafillou, T.C. (2002). “Fiberreinforced polymer composites for construction-state-of-the-art review”.J. Composites for Constructions, ASCE Vol. 6, No. 2, pp. 73–87.

    Article  Google Scholar 

  • DARPA (2000).Advanced composites for bridge renewal-phase II: task 16-modular composite bridge, Vol. IV. DARPA Agreement No. MDA972-94-3-0030, Report submitted to the Defense Advanced Research Projects Agency, USA.

  • Demitz, J.R., Mertz, D.R., and Gillespie, J.W. (2003). “Deflection requirements for bridges constructed with advanced composite materials”.J. Bridge Engineering, ASCE, Vol. 8, No. 2,pp. 73–83.

    Article  Google Scholar 

  • European Structural Polymeric Composites Group (EUROCOM). (1996).Structural design of polymer composites-EUROCOMP design code and handbook Edited by Clarke, J. L., E & F.N Spon, UK.

  • Federal Highway Administration (FHWA). (2002). “FRP decks and superstructures: current practice.” http://www.fhwa.dot.gov/bridge/frp/ deckprac.htm (Updated Dec.9, 2002).

  • Godwin, G. (2003). “Overview of fibre-reinforced composite bridges in the United States and implications for European market development”.Proc. Lightweight Bridge Decks-European Bridge Engineering Conference, March 27–28. Rotterdam, Netherlands.

  • Karbhari, V.M. (2003). “FRP bridge decks, from design and characterization to field implementation”.Proc. Lightweight Bridge Decks-European Bridge Engineering Conference, March 27–28. Rotterdam, Netherlands.

  • Korea Institute of Construction Technology (KICT). (1999).Bridge management system: summary of bridge inventory and inspection reports (in Korean). Final report submitted to the Ministry of Construction and Transportation, Korea.

  • Korea Institute of Construction Technology (KICT). (2002).Development of GFRP bridge decks (in Korean), Report No. KICT 2002-050, Goyang, Korea.

  • Korea Institute of Construction Technology (KICT). (2003).Development of GFRP bridge decks (in Korean). Draft Report No. KICT 2003-xxx, Goyang, Korea.

  • Luke, S. (2003). “The design, installation and monitoring of an FRP bridge at West Mill. Oxford”.Proc. Lightweight Bridge Decks-European Bridge Engineering Conference, March 27–28. Rotterdam. Netherlands.

  • Ministry of Construction and Transportation (MOCT). (2000a)Standards specifications for highway bridges (in Korean), 2nd Ed., Korea.

  • Ministry of Construction and Transportation (MOCT). (2000b).Design manuals for highway bridges: typical drawings, No. 42000-58710-67-9926, Korea.

  • Moon II F.L., Eckel II, D.A., and Gillespie Jr. J.W. (2002). “Shear stud connections for the development of composite action between steel girders and fiber-reinforced polymer bridge decks”.J. Structural Engineering, ASCE, Vol. 128, No. 6, pp. 762–770.

    Article  Google Scholar 

  • Qiao, P., Davalos, J.F., and Brown, B. (2000). “A systematic analysis and design approach for single-span FRP deck/stringer bridges”.J. Composites, Part B: Engineering. Vol. 31, pp. 593–609.

    Article  Google Scholar 

  • Zhao, L. (1999)Characterization of deck-to-girder connections in FRP composite superstructures. Ph.D. Dissertations, University of California San Diego.

    Google Scholar 

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Correspondence to Hyeong-Yeol Kim.

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Kim, HY., Kim, SM. & Lee, YH. Design of GFRP deck and deck-to-girder connections for girder bridges. KSCE J Civ Eng 8, 83–87 (2004). https://doi.org/10.1007/BF02829084

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  • DOI: https://doi.org/10.1007/BF02829084

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