Recommended Construction Specifications and Process Control Manual for Repair and Retrofit of Concrete Structures Using Bonded FRP Composites

National Academies of Sciences, Engineering, and Medicine

doi:10.17226/23116

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Recommended Construction Specifications and Process Control Manual for Repair and Retrofit of Concrete Structures Using Bonded FRP Composites

(2008)

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TRB's National Cooperative Highway Research Program (NCHRP) Report 609: Recommended Construction Specifications and Process Control Manual for Repair and Retrofit of Concrete Structures Using Bonded FRP Composites explores recommended construction specifications to facilitate highway agencies' use of bonded fiber-reinforced polymer (FRP) composites for the repair and retrofit of concrete structures. The specifications cover the construction of FRP systems used as externally bonded or near surface-mounted reinforcement to enhance axial, shear, or flexural strength of a concrete member. The experimental investigation and the research findings supporting the recommended construction guidelines, construction process manual, and threshold values are available online.

Contributor(s): National Academies of Sciences, Engineering, and Medicine; Transportation Research Board; National Cooperative Highway Research Program

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Suggested Citation

National Academies of Sciences, Engineering, and Medicine. 2008. Recommended Construction Specifications and Process Control Manual for Repair and Retrofit of Concrete Structures Using Bonded FRP Composites. Washington, DC: The National Academies Press. https://doi.org/10.17226/23116.

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Publication Info

61 pages | 8.5 x 11 | DOI: https://doi.org/10.17226/23116

Chapters		skim
Front Matter	i-vii
Chapter 1 - Introduction	1-2
Chapter 2 - Findings	3-5
Chapter 3 - Conclusions	6-7
References	8-8
Attachment A - Recommended Construction Specifications	9-35
Attachment B - Recommended Process Control Manual	36-69
Attachment C - Research Description and Findings	70-70
Abbreviations used without definitions in TRB publications	71-71

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