TECHNICAL PAPERS
Nov 1, 1997

Development of FRP Reinforcement Guidelines for Prestressed Concrete Structures

Publication: Journal of Composites for Construction
Volume 1, Issue 4

Abstract

Several national programs define the testing protocols and design guidelines for fiber reinforced polymer (FRP) reinforcement in concrete structures. This paper offers a review of these documents, comparing the materials testing and design philosophies for FRP reinforcement of different working groups. The work references Canadian, European, and Japanese efforts to codify these materials and assess the relative merits of each approach. The emphasis is on prestressing applications since the demands for sustained load capacity and full bond are more severe than for reinforced concrete.

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References

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ACI440. (1996). “State-of-the-art report on fiber reinforced plastic reinforcement for concrete structures.” American Concrete Inst., Farmington Hills, Mich.
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ASTM D5229. (1995). “Standard test method for moisture absorption properties and equilibrium conditioning of polymer matrix composite materials.”D5229-92, ASTM, West Conshohocken, Pa.
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ASTM E84. (1995). “Standard test method for surface burning characteristics of building materials.”E84-95, ASTM, West Conshohocken, Pa.
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BS8110. (1985). Structural use of concrete, British Standards Inst., London.
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CHBDC. (1996a). “Design provisions for fibre reinforced structures in the Canadian highway bridge design code.”Advanced composite materials in bridges and structures, M. El-Badry, ed., CSCE, Montreal, Quebec, Canada.
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CHBDC. (1996b). “Fiber reinforced structures.” (final draft). Canadian highway bridge design code. Ministry of Transp., Downsview, Ontario, Canada.
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Clark, J. L., O'Regan, D. P., and Thirugnanendran, C. (1996). “Modification of design rules to incorporate non-ferrous reinforcement.” (draft). Eurocrete Project, London.
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FIP. (1992). “High-strength fiber composite tensile elements for structural concrete.” Federation International de la Précontrainte Commission on Prestressing Mat. and Sys., Instn. of Struct. Engrg., London.
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JMC. (1995). “Design guidelines for FRP prestressed concrete members.” Build. Res. Inst., Japan Ministry of Constr., Tokyo.
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JSCE. (1992). “Application of continuous fiber reinforcing materials to concrete structures.”Concrete Library Int., 19, Japan Soc. of Civ. Engrg., Tokyo.
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JSCE. (1995). “Recommendation for design and construction of reinforced concrete structures using continuous fiber reinforced materials.” (draft). Japan Soc. of Civ. Engrs. Res. Committee, Tokyo.
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Sonobe et al. (1997). “Guidelines for structural design of FRP reinforced concrete building structures.”J. Compos. for Constr., ASCE, 1(3).
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Yonekura, A., Tazawa, E., and Nakayama, H. (1993). “Flexural and shear behavior of PC beams using FRP rods and prestressing tendons.”Fiber Reinforced Plastic Reinforcement for Concrete Struct., ACI SP-138, Nanni, A. and Dolan, C. W., eds., American Concrete Inst., Farmington Hills, Mich.

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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 1Issue 4November 1997
Pages: 131 - 139

History

Published online: Nov 1, 1997
Published in print: Nov 1997

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Authors

Affiliations

Jeremy M. Gilstrap
Grad. Student, Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY 82071.
Chad R. Burke
Grad. Student, Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY.
Daniel M. Dowden
Grad. Student, Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY.
Charles W. Dolan, Member, ASCE
Prof., Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY.

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