Use of Composites in Infrastructure
Abstract
Construction engineering history may have reached a new stage with the advent and availability of the new, low-cost, high-performance structural composites. Not only the fiber reinforced plastic (FRP) ‘pultruded’ sections can replace steel in many load bearing structures, but strengthening of concrete beams with internally or externally bonded fiber-reinforced plastics (FRP) has also been proved feasible to increase the load carrying capacity and stiffness of existing structures. Composites made with glass, aramid, or carbon fibers are being increasingly considered for pre-tensioning, post-tensioning, or reinforcing concrete. To replace the corroding steel rebars, FRP system may eventually be used in concrete bridge decks or other outdoor concrete flooring structures. However, quantitative guidelines for applications of composites in structures or reinforcement of concrete are not available. This paper reviews the current state of composite applications in infrastructure including concrete reinforcement and focuses on the R&D thrusts the lack of which appears to be hindering the development of the quantitative guidelines.
Keywords
Carbon Fiber Reinforce Concrete Concrete Beam Bridge Deck Glass Fiber Reinforce PlasticPreview
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References
- 1.Roll, R. D. (1991) Use of GFRP Rebar in Concrete Sturctures, in Advanced Composites Materials in Civil Engineering Structures, Ed. S. L. Iyer, and R. Sen, ASCE, pp 93–98.Google Scholar
- 2.Wu, W. P., GangaRao, H. and Prucz, J. C. (1990) Mechanical Properties of Fiber Reinforced Plastic Bars, Constructed Facilities Center, College of Engineering, West Virginia University.Google Scholar
- 3.Faza, S. S. (1995) Properties of FRP Reinforcing Bars, Fiber Reinforced Plastics Workshop, Office of Technology Applications, FHWA, January 1995.Google Scholar
- 4.GangaRao, H. (1995) Mckinleyville Jointless Bridge with FRP Bars in Concrete Deck, Fiber Reinforced Plastics Workshop, Office of Technology Applications, FHWA, January 1995.Google Scholar
- 5.Dutta, P. K. (1995) Results of FRP Rebar Creep tests, CRREL Technical Note. Google Scholar
- 6.Kumar, S.V., Faza, S.S., GangaRao, H. V.S., Meodad, M.A. (1995) Fatigue Performance of Concrete Slabs with Glass Fiber Reinforced Plastic (RP) Rebars, Proceedings Composite Institute’s 50th Annual Conference & Expo 95, Cincinnati, Jan 30- Feb 1, Session 21C.Google Scholar
- 7.Bank, L.C., Xi, Z., and Mossalam, S.M. (1991) Experimental study of FRP grating reinforced concrete slabs, in Advanced Composites Materials in Civil Engineering Structures, Ed. S. L. Iyer, and R. Sen, ASCE, pp 111–122.Google Scholar
- 8.Kouri, J. and Dutta, P.K., (1993), Design and analysis of composite isogrid for bridge construction, Proceedings Technology 2003, Anaheim, Ca, Dec. 7–9, 1993, NASA Conference Publication, #3249, Vol.1, pp.377–384.Google Scholar
- 9.Larralde, J., and Zerva, A., (1991) Load Deflection Performance of FRP Grating Concrete Composites, in Advanced Composites Materials in Civil Engineering Structures, Ed. S. Llyer, and R. Sen, ASCE, pp 271–277.Google Scholar
- 10.Goodspeed, C., Schmeckpeper, E., Gross, T., Henry, R., Yost, J., Zhang, M. (1991) Cyclical Testing of Concrete Beams, Reinforced with Fiber Reinforced Plastic (FRP) Grids, in Advanced Composites Materials in Civil Engineering Structures, Ed. S. L. Iyer, and R. Sen, ASCE, pp 278–287.Google Scholar
- 11.Gerritse, A., and Schurhoff, H.J. (1986) Pre-stressing with Aramid Tendons, Proceedings, 10th Congress, Federation Internationale de la Precontrainte, New Delhi, India, pp. 7.Google Scholar
- 12.Dolan, C.W. (1990) Developments in Non-metallic Prestressing Tendons, PCI Journal, V35, N0.5, Sept-Oct, 1990, pp 80–88.Google Scholar
- 13.Sen, R., Mariscal, D., Shahawy, M. (1993) Durability of Fiberglass Pretensioned Beams, ACI Structural Journal, Sept-Oct 1993, pp. 525–533.Google Scholar
- 14.Shahawy, M. (1995) Current Areas of FRP Research in Florida, Fiber Reinforced Plastics Workshop, Office of Technology Applications, FHWA, January 1995.Google Scholar
- 15.Iyer, S.L. (1995) FRP Reinforced Concrete, Fiber Reinforced Plastics Workshop, Office of Technology Applications, FHWA, January 1995.Google Scholar
- 16.Iyer, S.L., and Khubchandani, A. (1995) Design and Construction of U.S.Navt Pier at Port Hueneme using Composite Cable. Proceedings Composite Institute’s 50th Annual Conference & Expo 95, Cincinnati, Jan 30-Feb 1, Session 21F.Google Scholar
- 17.Priestley, M. J. N. and Seible, F. (1991) Design of Retrofit Measures for Concrete Bridges, in Seismic Assessment and Retrofit of Bridges, University of California, San Diego, Structural Systems Research Project Report. No. 55RP91/03, pp 197–250.Google Scholar
- 18.Harmon, T.G. and Slattery K. T. (1992) Advanced Composite Confinement of Concrete, in Proceedings of the 1st International Conference on Advanced Composite Materials in Bridges and Structures, Canadian Society for Civil Engineering, pp 299–306.Google Scholar
- 19.Priestly, M. J. N., Seible, F. and Fyfe, E. (1992) Column Seismic Retrofit using Fiberglass/epoxy Jackets, in Proceedings of the 1st International Conference on Advanced Composite Materials in Bridges and Structures, Canadian Society for Civil Engineering, pp 287–298.Google Scholar
- 20.Hasegawa, A., Matsuda, T., Higashida, N., (1992) Carbon Fiber Reinforced Earthquake-Resistant Retrofitting for RC Piers, Doboku Gijutsu, 97 [3], pp 43–50.Google Scholar
- 21.Katsumata H., Kobatake, Y. and Takeda, T. (1988) A Study on Strengthening with Carbon Fiber for Earthquake- resistant Capacity of Existing Reinforced Concrete Columns, Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo, Vol. VII, pp 517–522.Google Scholar
- 22.Karbhari, V. M., Eckeel, D.A., and Tunis, G. C., (1993) Strengthening of Concrete Column Stubs Through Resin Infused Composite wraps, University of Delware Center for Composite Materials Technical Report CCM Report 93–23.Google Scholar
- 23.Ma, G. (1993) Bridge Column Retrofit with CF-Reinforced Materials, in Proceedings on High Performance Composites for Civil Engineering Applications, SAMPE Regional Seminar, September 27–28, 1993.Google Scholar
- 24.Meier, U., and Kaiser, H., (1991), Strengthening of Structures with CFRP Laminates, in Advanced Composites Materials in Civil Engineering Structures, Ed. S. L. Iyer, and R. Sen, ASCE, pp 224–232.Google Scholar
- 25.Triantafillou, T. C. and Plevris, N. (1991) Post-strengthening of R/C Beams with Epoxy-bonded Fiber Composite Materials, in Advanced Composites Materials in Civil Engineering Structures, Ed. S. L. Iyer, and R. Sen, ASCE, pp 245–256.Google Scholar