Glass Fiber Reinforced-Polymer (GFRP) Bar Reinforced Concrete Deck Slab: Strength and Serviceability

Jian Wei Huang

doi:10.4028/www.scientific.net/AMM.99-100.1247

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 99-100Glass Fiber Reinforced-Polymer (GFRP) Bar...

Glass Fiber Reinforced-Polymer (GFRP) Bar Reinforced Concrete Deck Slab: Strength and Serviceability

Abstract:

This paper presents the study on GFRP bar reinforced concrete bridge deck that is designed as typical one-way concrete slab. Parametric study of deck thickness, girder spacing, and environmental reduction factor was performed, on the basis of requirements per ACI 440.1R-06 guideline, from which the results show that design of GFRP RC deck is controlled by the cracking serviceability but not the ultimate flexural moment.

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Periodical:

Applied Mechanics and Materials (Volumes 99-100)

Pages:

1247-1250

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.99-100.1247

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Online since:

September 2011

Authors:

Jian Wei Huang

Keywords:

Concrete, Deck, Design, GFRP Bar, Glass Fiber, Polymer, Slab

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References

[1] Huang, J., "Durability Design of GFRP Bar Reinforced Concrete Members: A New Approach," Ph.D. Dissertation, Syracuse University, Syracuse, NY, USA (2010).

Google Scholar

[2] Huang, J. "Long-Term Performance Prediction of GFRP Bar in Moist Concrete under Sustained Loads," Advanced Materials Research, Vols. 255-260 (2011), pp.3119-3123

DOI: 10.4028/www.scientific.net/amr.255-260.3119

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[3] Huang, J. and Aboutaha, R., "Durability Design Approaches of GFRP Bar Reinforced Concrete Members," ACI Special Publication, SP-275-64 (2011).

DOI: 10.14359/51682474

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[4] ACI 440.1R-06, "Guide for the Design and Construction of Concrete Reinforced with FRP Bars," American Concrete Institute, Committee 440, Farmington Hills, MI, USA (2006).

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[5] fib, "FRP reinforcement in RC structures," Bulletin 40, The International Federation for Structural Concrete (fib), Lausanne, Switzerland (2007).

DOI: 10.35789/fib.bull.0040.ch01

Google Scholar

[6] Huang, J. and Aboutaha, R., "Environmental Reduction Factors for GFRP Bars Used as Concrete Reinforcement: New Scientific Approach," J. of Composites for Construction, ASCE, Vol. 14, Issue 5 (2010), pp.479-486.

DOI: 10.1061/(asce)cc.1943-5614.0000122

Google Scholar

[7] AASHTO LRFD Bridge Design Specifications, 3th Edition, the American Association of State Highway and Transportation Officials, Washington DC, USA (2004).

Google Scholar

[8] CAN/CSA-S6-02, 2002, "Design and Construction of Building Components with Fibre- Reinforced Polymers," CAN/CSA S806-02, Canadian Standards Association, Rexdale, Ontario, Canad, (2002).

DOI: 10.1201/9781003072089-52

Google Scholar