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Design of concrete bridge beams prestressed with CFRP systems

Author: Abdeldjelil BelarbiMina DawoodPrakash PoudelMahmoud RedaHamidreza TahsiriAll authors
Publisher: Washington, DC : Transportation Research Board, 2019. ©2019
Series: NCHRP research report, 907.
Edition/Format:   Print book : EnglishView all editions and formats
Summary:
This report proposes guidelines and presents research findings that are expected to advance and facilitate the use of CFRP systems in bridge applications. In addition, five design examples that illustrate the step-by-step use of the proposed guide specifications are provided. Carbon fiber reinforced polymer (CFRP) is becoming a recognized alternative to traditional construction materials in a wide range of civil  Read more...
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Additional Physical Format: Online version:
Belarbi, Abdeldjelil.
Design of concrete bridge beams prestressed with CFRP systems.
Washington, DC : Transportation Research Board, 2019
(OCoLC)1121202979
Material Type: Internet resource
Document Type: Book, Internet Resource
All Authors / Contributors: Abdeldjelil Belarbi; Mina Dawood; Prakash Poudel; Mahmoud Reda; Hamidreza Tahsiri; Bora Gencturk; S H Rizkalla; H G Russell; National Academies of Sciences, Engineering, and Medicine (U.S.). Transportation Research Board,; National Cooperative Highway Research Program,; American Association of State Highway and Transportation Officials,; United States. Federal Highway Administration,
ISBN: 9780309480697 0309480698
OCLC Number: 1121080184
Notes: At head of title: National Cooperative Highway Research Program.
Supporting documents available online via the publisher's website include: a PDF containing five design examples that illustrate the step-by-step use of the proposed guide specifications ; and Appendices A Through F (via a single PDF).
Description: 75 pages : illustrations, charts ; 28 cm.
Contents: 1. Introduction --
2. Literature review and current design practices. --
3. Research results. --
4. Research findings and products. --
5. Summary of findings and recommendations for future research.
Series Title: NCHRP research report, 907.
Other Titles: Design of concrete bridge beams prestressed with carbon fibre reinforced polymer systems
Responsibility: Abdeldjelil Belardi, Mina Dawood, Prakash Poudel, Mahmoud Reda, Hamidreza Tahsiri, (University of Houston, Houston, Texas), Bora Gencturk, (University of South California, Los Angeles, California), Sami H. Rizkalla, (North Carolina State University, Raleigh, North Carolina), Henry G. Russell, (Henry G. Russell Inc., Glenview, Illinois).
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Abstract:

This report proposes guidelines and presents research findings that are expected to advance and facilitate the use of CFRP systems in bridge applications. In addition, five design examples that illustrate the step-by-step use of the proposed guide specifications are provided. Carbon fiber reinforced polymer (CFRP) is becoming a recognized alternative to traditional construction materials in a wide range of civil engineering applications. An example of such applications is the use of CFRP cables or bars as prestressing tendons for concrete bridge girders, especially in aggressive environments where steel prestressing strands are susceptible to corrosion. Despite their promise, CFRP prestressing tendons have not frequently been used for bridge construction in the United States; their use has been hampered by the lack of recognized design specifications.

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