GFRP reinforcements in box culvert bridge

A case study after two decades of service

Omid Gooranorimi, John Myers, Antonio Nanni

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

Corrosion-resistant glass fiber reinforced polymer (GFRP) composite bars are emerging as an alternative for traditional steel reinforcement in concrete structures exposed to aggressive environments such as bridges and box culverts. Although GFRP eliminates the problems related to corrosion of steel reinforcement, its long-term behavior in commercial applications needs to be confirmed. A box culvert bridge consisting of precast concrete units entirely reinforced with GFRP bars (constructed in 1999, on Walker Avenue in the city of Rolla, Missouri) was chosen as a case study. It replaced the original bridge that was built in the early 1980s and had been diagnosed as unsafe to operate due to excessive corrosion of encased steel pipes. Material samples were extracted from different locations of the box culvert and analyzed to monitor possible changes in GFRP and concrete after more than 16 years of service. Initially, carbonation depth, pH, and chloride diffusion measurements were performed on concrete cores surrounding the GFRP bars. Subsequently, scanning electron microscopy (SEM) imaging and energy dispersive X-ray spectroscopy (EDS) were conducted on GFRP samples to monitor any microstructural degradation or change in chemical compositions. In addition, glass transition temperature (Tg) of the resin and fiber content were determined and results were compared with pristine samples produced in 2015. Results from the concrete tests were consistent with expected values corresponding to the type and age of the structure. The SEM images and EDS test did not show any signs of GFRP microstructural deterioration. Moreover, Tg and fiber content of GFRP coupons were comparable to values from samples tested in 2015. The results of this study validate the notation that GFPR material properties are maintained during two decades of service. Hence, using GFRP internal reinforcement in box culverts eliminates corrosion problems, reduces long-term maintenance costs, and increases the service life of a structure.

Original languageEnglish (US)
Title of host publicationConcrete Pipe and Box Culverts
PublisherASTM International
Pages75-88
Number of pages14
VolumeSTP 1601
ISBN (Electronic)9780803176454
DOIs
StatePublished - Jan 1 2017
Event2016 Symposium on Concrete Pipe and Box Culverts - Orlando, United States
Duration: Dec 7 2016Dec 7 2016

Other

Other2016 Symposium on Concrete Pipe and Box Culverts
CountryUnited States
CityOrlando
Period12/7/1612/7/16

Fingerprint

Glass fibers
Reinforcement
Polymers
Culverts
Corrosion
Steel
Concretes
Energy dispersive spectroscopy
fiberglass
Scanning electron microscopy
Carbonation
Precast concrete
Fibers
Steel pipe
Concrete construction
Service life
Deterioration
Chlorides
Materials properties
Resins

Keywords

  • Box culvert
  • Dispersive X-ray spectroscopy (EDS)
  • Glass fiber reinforced polymer (GFRP)
  • Reinforced concrete
  • Scanning electron microscopy (SEM)

ASJC Scopus subject areas

  • Materials Science(all)

Cite this

Gooranorimi, O., Myers, J., & Nanni, A. (2017). GFRP reinforcements in box culvert bridge: A case study after two decades of service. In Concrete Pipe and Box Culverts (Vol. STP 1601, pp. 75-88). ASTM International. https://doi.org/10.1S20/STP160120160119

GFRP reinforcements in box culvert bridge : A case study after two decades of service. / Gooranorimi, Omid; Myers, John; Nanni, Antonio.

Concrete Pipe and Box Culverts. Vol. STP 1601 ASTM International, 2017. p. 75-88.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Gooranorimi, O, Myers, J & Nanni, A 2017, GFRP reinforcements in box culvert bridge: A case study after two decades of service. in Concrete Pipe and Box Culverts. vol. STP 1601, ASTM International, pp. 75-88, 2016 Symposium on Concrete Pipe and Box Culverts, Orlando, United States, 12/7/16. https://doi.org/10.1S20/STP160120160119
Gooranorimi O, Myers J, Nanni A. GFRP reinforcements in box culvert bridge: A case study after two decades of service. In Concrete Pipe and Box Culverts. Vol. STP 1601. ASTM International. 2017. p. 75-88 https://doi.org/10.1S20/STP160120160119
Gooranorimi, Omid ; Myers, John ; Nanni, Antonio. / GFRP reinforcements in box culvert bridge : A case study after two decades of service. Concrete Pipe and Box Culverts. Vol. STP 1601 ASTM International, 2017. pp. 75-88
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