Prestressed Concrete Inverted Tee Beams With CFRP for Building Structures

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Herish A. Hussein
Herish A. Hussein
σ
Zia Razzaq
Zia Razzaq
α Old Dominion University Old Dominion University

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Prestressed Concrete Inverted Tee Beams With CFRP for Building Structures

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Abstract

Presented herein is the outcome of a study of prestressed concrete inverted tee beams with carbon fiber reinforced polymer (CFRP) sheets for possible use in building structures. To determine an effective approach for the use of CFRP, nine different retrofitting schemes are investigated for a prestressed beam under quasi-static distributed load to increase flexural strength. The theoretical analysis is based on coupling moment-curvature relations with a central finitedifference formulation. Three different thicknesses of CFRP sheets are studied in both tension and compression and effective retrofitting schemes are identified.

References

11 Cites in Article
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  2. A Burningham,C Pantelides,L Reaveley (2014). Repair of prestressed concrete beams with damaged steel tendons using post-tensioned carbon fiber-reinforced polymer rods.
  3. A Deifalla,Ghobarah (2005). Contribution to calculation of lateral loads arising in shear walls of tall buildings.
  4. Raafat El-Hacha,R Wight,Mark Green (2004). Prestressed Carbon Fiber Reinforced Polymer Sheets for Strengthening Concrete Beams at Room and Low Temperatures.
  5. K Galal,M Sekar (2007). Rehabilitation of RC inverted-T girders using anchored CFRP sheets," beams including strengthening with prestressed carbon fibre reinforced polymer sheets: application of a fracture mechanics approach.
  6. Yail Kim,Chen Shi,Mark Green (2008). Ductility and Cracking Behavior of Prestressed Concrete Beams Strengthened with Prestressed CFRP Sheets.
  7. Mohammad Reza Aram,Christoph Czaderski,Masoud Motavalli (2008). Effects of Gradually Anchored Prestressed CFRP Strips Bonded on Prestressed Concrete Beams.
  8. Pratima Bajpai (2017). Applications of carbon fiber/carbon fiber-reinforced plastic/recycled carbon fiber-reinforced polymers.
  9. H Hussein,Z Razzaq (2017). CFRP Retrofitting Schemes for Prestressed Concrete Box Highway Bridges.
  10. T Lin,N Burns (1981). Design of prestressed concrete structures.
  11. A Mitchell,D Griffiths (1980). The finite difference method in partial differential equations.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Herish A. Hussein. 2017. \u201cPrestressed Concrete Inverted Tee Beams With CFRP for Building Structures\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 17 (GJRE Volume 17 Issue E3): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords
Classification
GJRE-E Classification: FOR Code: 090506
Version of record

v1.2

Issue date

December 18, 2017

Language
en
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Published Article

Presented herein is the outcome of a study of prestressed concrete inverted tee beams with carbon fiber reinforced polymer (CFRP) sheets for possible use in building structures. To determine an effective approach for the use of CFRP, nine different retrofitting schemes are investigated for a prestressed beam under quasi-static distributed load to increase flexural strength. The theoretical analysis is based on coupling moment-curvature relations with a central finitedifference formulation. Three different thicknesses of CFRP sheets are studied in both tension and compression and effective retrofitting schemes are identified.

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Prestressed Concrete Inverted Tee Beams With CFRP for Building Structures

Herish A. Hussein
Herish A. Hussein Old Dominion University
Zia Razzaq
Zia Razzaq

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