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Environmental durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer

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This research investigated the durability of carbon-fiber-reinforced polymer composites (CRFP) used for shear strengthening reinforced concrete deck girders. Large beams were used to avoid accounting for size effects in the data analysis. The effort included determining the role of freeze-thaw, moisture, and fatigue of structural performance and developing analytical design procedures that account for durability, appendix A. Results of beam tests -- appendix B. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer u-wraps -- appendix C. CFRP shear strengthening design of a T-girder, This archived document is maintained by the Oregon State Library as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes., OrDocs shipping list 2009-34, Title from PDF title page, "May 2008"--PDF title page, but "May 2009"--Disc surface and Technical rept. documentation page, "FHWA-OR-RD-09-17"--Technical rept. documentation p, Includes bibliographical references, Sponsored by: Oregon Department of Transportation, Research Unit, and Federal Highway Administration, and Oregon Transportation Research and Education Consortium SPR 652 OTREC-RR-090-9, Mode of access: Internet from the Oregon Government Publications Collection., Final report, Electronic text (208 p. in various pagings : PDF file)

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This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.

Abstract/Description:	This research investigated the durability of carbon-fiber-reinforced polymer composites (CRFP) used for shear strengthening reinforced concrete deck girders. Large beams were used to avoid accounting for size effects in the data analysis. The effort included determining the role of freeze-thaw, moisture, and fatigue of structural performance and developing analytical design procedures that account for durability
Subject(s):	Concrete beams -- Testing Concrete beams -- Effect of temperature on Polymeric composites Concrete bridges -- Floors -- Testing
Date Issued:	[2009]

Title:	Environmental durability of reinforced concrete deck girders strengthened for shear with surface-bonded carbon fiber-reinforced polymer.
Name(s):	Higgins, Christopher C., 1966- Oregon Department of Transportation. Research Unit United States Federal Highway Administration Oregon Transportation Research and Education Consortium
Type of Resource:	text
Genre:	bibliography text-txt
Issuance:	monographic
Date Issued:	[2009]
Publisher:	Oregon Dept. of Transportation Research
Place of Publication:	Salem, OR
Physical Form:	electronic electronic resource optical disc computer online resource text file PDF
Extent:	1 online resource (208 pages in various pagings) 13.3 MB
Abstract/Description:	This research investigated the durability of carbon-fiber-reinforced polymer composites (CRFP) used for shear strengthening reinforced concrete deck girders. Large beams were used to avoid accounting for size effects in the data analysis. The effort included determining the role of freeze-thaw, moisture, and fatigue of structural performance and developing analytical design procedures that account for durability
Table of Contents:	appendix A. Results of beam tests -- appendix B. Scale effects on reinforced concrete beams strengthened for shear with discrete externally bonded carbon fiber-reinforced polymer u-wraps -- appendix C. CFRP shear strengthening design of a T-girder
Note(s):	This archived document is maintained by the Oregon State Library as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes. OrDocs shipping list 2009-34 Title from PDF title page "May 2008"--PDF title page, but "May 2009"--Disc surface and Technical rept. documentation page "FHWA-OR-RD-09-17"--Technical rept. documentation p Includes bibliographical references Sponsored by: Oregon Department of Transportation, Research Unit, and Federal Highway Administration, and Oregon Transportation Research and Education Consortium SPR 652 OTREC-RR-090-9 Mode of access: Internet from the Oregon Government Publications Collection. Final report Electronic text (208 p. in various pagings : PDF file)
Subject(s):	Concrete beams -- Testing Concrete beams -- Effect of temperature on Polymeric composites Concrete bridges -- Floors -- Testing
Library Classification:	T.2En8:2009/final/CDR
Held by:	Oregon State Library
Restrictions on Access:	http://rightsstatements.org/vocab/CNE/1.0/
In Collections:	Transportation