Use of Fiber Reinforced Polymer Composites as Reinforcing Material for Concrete
Publication: Journal of Materials in Civil Engineering
Volume 14, Issue 3
Abstract
Although the potential of continuous fiber reinforced polymers (FRPs) was recognized more than 50 years ago, bottlenecks such as vulnerability to static fatigue, ultraviolet radiation, alkaline environment, etc., continued to restrict their use as a construction material. Extensive research across the world during approximately the last 25 years has led to a better understanding of properties and behavior of the FRPs under different conditions. Given their lightweight, noncorrosive, and nonmagnetic nature and their high tensile strength, FRP composites are being used as reinforcement in concrete, especially in prestressed concrete construction, anchors for slope stabilization, and use in special structures such as high-speed linear motor railway tracks, MRI units of hospitals, and repair and rehabilitation works. An attempt has been made in this paper to comprehensively put together the various aspects of FRPs, including their structural and durability characteristics, the ongoing research in the areas related to their utilization as a reinforcing material for concrete structures, and the application of FRP sheets in rehabilitation of deteriorated concrete structures. Though issues related to the manufacture of FRP composites and design procedures have not been considered in detail, they have been included for information and completeness. The paper also presents the current thinking on the design and construction procedures using FRP material in conjunction with concrete and provides a brief discussion of some of the documented applications of FRP composites—rods and sheets—as reinforcement in concrete construction. It may also be mentioned that the paper is largely based on the case studies and research work carried out in Japan; appropriate references to related work in other parts of the world are also included, though in principle there is very little difference in the approaches being adopted across the world.
Get full access to this article
View all available purchase options and get full access to this article.
References
Advanced Composite Cables. (1995). Applications and construction using new materials, ACC Club, Tokyo (in Japanese).
Advanced Composite Cables. (1998). Applications and construction using new materials, Vol. 2, ACC Club, Tokyo (in Japanese).
Agarwal, B. D. and Broutman, L. J. (1990). Analysis and performance of fiber composites, Wiley, New York, 44–45.
American Concrete Institute. (2001). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” Rep. by ACI Committee 440.
CCC. (1998). Fiber-reinforced composites for construction, CMC Co., T. Nakatsuji, ed. (in Japanese).
Fujimura, M., et al. (1998). “Strength and behavior of RC column strengthened by FRP plates.” Proc. Japan Concrete Institute, 20(3), 1201–1206 (in Japanese).
Hodhod, H. A. A. (1992). “Employment of constituent properties in evaluation and interpretation of FRP rods mechanical behavior.” DEngrg. thesis, Univ. of Tokyo.
Iwahashi, T., et al. (1996). “Studies on the repairing and strengthening of existing RC column.” Proc. JCI, 18(2), 1499–1504 (in Japanese).
Japan Concrete Institute. (1997). Report of technical committee on continuous fiber-reinforced concrete (in Japanese).
Japan Concrete Institute. (1998). “Technical report on continuous fiber-reinforced concrete.” JCI TC952.
Japan Railway Technical Research Institute. (1996). Recommendation in the design and practice for seismic strengthening the pier of railway bridges by carbon fiber sheet (in Japanese).
Japan Railway Technical Research Institute. (1997). Recommendation in the design and practice for seismic strengthening the pier of railway bridges by aramid fiber sheet (in Japanese).
Japan Society of Civil Engineers. (1997). “Recommendations for design and construction of concrete structures using continuous fiber reinforcing materials.” Concrete Engineering Series, No. 23.
Japan Society of Civil Engineers. (2001). “Recommendations for upgrading of concrete structures with use of continuous fiber sheets.” Concrete Engineering Series, No. 41.
Jesse, F., and Curbach, M. (2001). “The present and the future of textile reinforced concrete.” Proc., 5th Int. Conf. on Fiber-Reinforced Plastics for Reinforced Concrete Structures, C. J. Burgoyne, ed., Cambridge, U.K.
Katsuki, F. (1997). “Evaluation of alkali resistance of fiber reinforcement for concrete.” Thesis submitted to the Univ. of Tokyo for D. Engrg. degree (in Japanese).
Katsuki, F., et al. (2000). “Ductility evaluation of RC member retrofitted with continuous fiber sheet.” Proc. Jpn. Concr. Inst., 22(3), 1537–1542 (in Japanese).
Katz, A., Bank, L. C., and Puterman, M. (2001). “Durability of FRP rebars after four years of exposure.” Proc., 5th Int. Conf. on Fiber-Reinforced Plastics for Reinforced Concrete Structures, C. J. Burgoyne, ed., Cambridge, U.K.
Kimura, K., et al. (1997). “Flexural behaviors reinforced concrete members with FRP plates.” Proc. Jpn. Concr. Inst., 19(2), 267–272 (in Japanese).
Kobayashi, K., Uomoto, T., and Cho, R.(1987). “Structure of prestressed concrete using one-dimensional fiber composites as reinforcement.” J. Jpn. Soc. Compos. Mater., 13(5).
Mallick, P. K. (1988). Fiber-reinforced composites—materials, manufacturing and design, Marcel Decker, New York.
Nakai, H., et al. (2000). “Evaluation of shear capacity of linear members retrofitted by continuous fiber sheets.” Proc. Jpn. Concr. Inst., 22, 493–498 (in Japanese).
Nishimura, T., Uomoto, T., Katsuki, F., and Kamiyoshi, M. (1996). “Development of alkali resistant AGFRP rods.” Proc., 51st Annual Meeting of the JSCE (Part V) (in Japanese).
Piggott, M. R., and Harris, B.(1980). “Compression strength of carbon, glass and Kevlar-49 fiber reinforced polyester resins.” J. Mater. Sci., 15, 2523.
Saadatmanesh, H., and Tannous, F. E.(1999). “Relaxation, creep and fatigue behavior of carbon fiber reinforced plastic tendons.” ACI Mater. J., March–April, 143–153.
Taerwe, L., Matthys, S., Pilakouts, K., and Guadagnini. (2001). “European activities on the use of FRP reinforcement, fib Task Group 9.3 and the ConFiberCrete network.” Proc., 5th Int. Conf. on Fiber-Reinforced Plastics for Reinforced Concrete Structures, C. J. Burgoyne, ed., Cambridge, U.K.
Toritani, T., et al. (1997). “Experimental study on aseismic strengthening of existing reinforced concrete columns, Part 2, discussion on experimental results.” Summaries of Technical Papers of Annual Meeting, AIJ, 23330, 659–660 (in Japanese).
Uomoto, T., Tajima, T., and Nishimura, T. (1992). “Relation between acoustic emission and absorbed energy of reinforced concrete and fiber-reinforced plastic.” Progress in Acoustic Emission VI, Japanese Society for NDI.
Uomoto, T., and Nishimura, T. (1994). “Static strength and elastic modulus of FRP rods for concrete reinforcement.” Concrete Library of the Japan Society of Civil Engineers, No. 23.
Uomoto, T., Ohga, H., Nishimura, T., and Yamaguchi, T. (1995). “Fatigue strength of FRP rods for concrete reinforcement.” Proc., EASEC, Y. C. Loo, ed.
Uomoto, T., Nishimura, T., Ohga, H., Katsuki, F., Yamaguchi, T., and Kato, Y. (1998). “Strength and durability of FRP rods for prestressed concrete tendons.” Rep. of the Institute of Industrial Science, Univ. of Tokyo, 39(2), (Serial 244) (in Japanese).
Uomoto, T. (2001). “Durability considerations for FRP reinforcements.” Proc., 5th Int. Conf. on Fiber-Reinforced Plastics for Reinforced Concrete Structures, C. J. Burgoyne, ed., Cambridge, U.K.
Waaser, E., and Wolf, R. (1986). Ein neuer werkstoff für spannbeton HLV Hochleistungs-Verbundstab aus glasfersern, Beton H 7 (in German).
Wu, Z., et al. (2001). “Experimental study on strengthening method of PC flexural structures with externally bonded prestressed fiber sheet.” Proc. Jpn. Concr. Inst., 23(1), 1099–1104 (in Japanese).
Yagishita, K., et al. (1997). “Experimental study on aseismic strengthening of existing reinforced concrete columns, Part 1—outline of experiment.” Summaries of Technical Papers of Annual Meeting, AIJ, 23329, 657–658 (in Japanese).
Yamaguchi, T. (1998). “Deterioration due to ultraviolet radiation and the creep failure of FRP rods.” DEngrg. thesis, Univ. of Tokyo (in Japanese).
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Dec 26, 2001
Accepted: Jan 17, 2002
Published online: May 15, 2002
Published in print: Jun 2002
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.