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47 References AASHTO (2008), AASHTO LRFD Bridge Design Specifications, 4th edi- Ben Ouezdou, M., Bae, S., and Belarbi, A. (2008), "Effective Bond Length tion, Washington, DC. of Externally Bonded FRP Sheets," Proceedings, 4th International ACI-ASCE Committee 445 (1998), "Recent Approaches to Shear Design Conference on FRP Composites in Civil Engineering (CICE-2008), of Structural Concrete," Journal of Structural Engineering, Vol. 124, Zurich, Switzerland. No. 12, pp. 13751417. Berset, J. D. (1992), "Strengthening of Reinforced Concrete Beams for ACI Committee 318 (1999), Building Code Requirements for Structural Shear Using FRP Composites," M.S. Thesis, Department of Civil Concrete and Commentary (ACI 318-99), Farmington Hills, MI. and Environmental Engineering, MIT, Boston, MA, USA. ACI Committee 318 (2008), Building Code Requirements for Structural Bousselham, A., and Chaallal, O. (2004), "Shear Strengthening Rein- Concrete and Commentary (ACI 318-08), Farmington Hills, MI. forced Concrete Beams with Fiber-Reinforced Polymer: Assessment ACI Committee 440 (2002), Guide for the Design and Construction of of Influencing Parameters and Required Research," ACI Structural Externally Bonded FRP Systems for Strengthening Concrete Structures Journal, Vol. 101, No. 2, pp. 219227. (ACI 440.2R-02), Farmington Hills, MI. Bousselham, A., and Chaallal, O. (2006a), "Behavior of Reinforced Con- ACI Committee 440 (2008), Guide for the Design and Construction of crete T-Beams Strengthened in Shear with Carbon Fiber-Reinforced Externally Bonded FRP Systems for Strengthening Concrete Structures Polymer--An Experimental Study," ACI Structural Journal, Vol. 103, (ACI 440.2R-08), Farmington Hills, MI. No. 3, pp. 339347. Adhikary, B. B., Mutsuyoshi, H., and Ashraf, M. (2004), "Shear Strength- Bousselham, A., and Chaallal, O. (2006b), "Effect of Transverse Steel ening of Reinforced Concrete Beams Using Fiber-Reinforced Poly- and Shear Span on the Performance of RC Beams Strengthened in mer Sheets with Bonded Anchorage," ACI Structural Journal, Shear with CFRP," Composites Part B: Engineering, Vol. 37, No. 1, Vol. 101, No. 5, pp. 660668. pp. 3746. Al-Sulaimani, G. J., Shariff, A., Basanbul, I. A., Baluch, M. H, and Ghaleb, Brea, S. F., and Gussenhoven, R. (2005), "Fatigue Behaviour of Rein- B. N. (1994), "Shear Repair of Reinforced Concrete by Fiber Glass forced Concrete Beams Strengthened with Different FRP Laminate Plate Bonding," ACI Structural Journal, Vol. 91, No. 4, pp. 458464. Configurations," Proceedings, 7th International RILEM Symposium Alrousan, R. Z., Issa, M. A. (2009), "Size Effect of Reinforced Con- on Non-Metallic (FRP) Reinforcement for Concrete Structures crete Beams on Shear Contribution of CFRP Composites," Pro- (FRPRCS-7), Kansas City, Missouri. ceedings, 9th International RILEM Symposium on Non-Metallic (FRP) Reinforcement for Concrete Structures (FRPRCS-9), Sid- Busel, J., and Barno, D. S. (1995), "FRP Composites in Construction ney, Australia, 4 pp. Application: A Profile in Progress," Report, SPI Composites Institute, Araki, N., Matsuzaki, Y., Nakano, K., Kataoka, T., and Fukuyama, H. New York, NY. (1997), "Shear Capacity of Retrofitted RC Members with Continuous CAN/CSA A23.3-94 (1994), Design of Concrete Structures for Buildings, Fiber Sheets," Proceedings, 3rd International RILEM Symposium Canadian Standards Association, Rexdale, Ontario, Canada. on Non-Metallic (FRP) Reinforcement for Concrete Structures CAN/CSA S6-06 (2006), Canadian Highway Bridge Design Code, Cana- (FRPRCS-3), Sapporo, Japan, pp. 515522. dian Standard Association, Rexdale, Ontario, Canada. Arteaga, A., Alzate, A., De Diego, A., Gutierrez, J. P., Lopez, C., Perera, R., CAN/CSA S806-02 (2002), Design and Construction of Building Compo- and Barchin, M. (2009), "Experimental Study on FRP Shear nents with Fiber-Reinforced Polymer, Canadian Standard Association, Strengthened Full-Scale Concrete Beams," Proceedings, 9th Interna- Rexdale, Ontario, Canada. tional RILEM Symposium on Non-Metalic (FRP) Reinforcement for Cao, S. Y., Chen, J. F., Teng, J. G., Hao, Z., and Chen, J. (2005), "Debond- Concrete Structures (FRPRCS-9), Sidney, Australia, 4 pp. ing in RC Beams Strengthened with Complete FRP Wraps," Journal Barros, J. A. O., and Dias, S. J. E. (2006), "Near Surface Mounted of Composites for Construction, Vol. 9, No. 5, pp. 417428. CFRP Laminates for Shear Strengthening of Concrete Beams," Carolin, A., and Taljsten, B. (2005a), "Experimental Study of Strength- Cement & Concrete Composites, Vol. 28, No. 3, pp. 276292. ening for Increased Shear Bearing Capacity," Journal of Composites Beber, A. J. (2003), "Comportamento Estrutural de Vigas de Concreto for Construction, Vol. 9, No. 6, pp. 488496. Armado Reforcadas com Compositos de Fibra de Carbono," Ph.D. Carolin, A., and Taljsten, B. (2005b), "Theoretical Study of Strengthen- Thesis, Universidade Federal do Rio Grande do Sul, Porto Alegre, ing for Increased Shear Bearing Capacity," Journal of Composites for Brasil. Construction, Vol. 9, No. 6, pp. 497506.

OCR for page 47
48 Chaallal, O., Nollet, M. J., and Perraton, D. (1998), "Shear Strengthen- Eshwar, N., Nanni, A., and Ibell, T. J. (2008), "Performance of Two ing of RC Beams by Externally Bonded Side CFRP Strips," Journal Anchor Systems of Externally Bonded Fiber-Reinforced Polymer of Composites for Construction, Vol. 2, No. 2, pp. 111113. Laminates," ACI Materials Journal, Vol. 105, No. 1, pp. 7280. Chaallal, O., Shahawy, M., and Hassan, M. (2002), "Performance of Eurocode 8-3 (2004), "Design of Structures for Earthquake Resistance; Reinforced Concrete T-Girders Strengthened in Shear with Carbon Part 3: Assessment and Retrofitting of Buildings," European Stan- Fiber Reinforced Polymer Fabrics," ACI Structural Journal, Vol. 99, dard, EN 1998-3m Brussels, Belgium. No. 3, pp. 335343. fib-TG9.3 (2001), "Design and Use of Externally Bonded Fiber Polymer Chaallal, O., Boussaha, F., Bousselham, A., Nollet, M. J., Masmoudi, R., Reinforcement (FRP EBR) for Reinforced Concrete Structures," and Benmokrane, B. (2009), "Fatigue Behaviour of Reinforced Technical Report Prepared by EBR Task Group 9.3, Bulletin 14, Concrete Beams Strengthened in Shear with Advanced Composite," Lausanne, Swiss. Proceedings, 9th International RILEM Symposium on Non-Metalic Foster, S. J., and Khomwan, N. (2005), "Determination of Bond Stress (FRP) Reinforcement for Concrete Structures (FRPRCS-9), Sidney, versus Slip for Externally Bonded FRP from Standardized Bond Australia, 4 pp. Strength Tests," Proceedings, International Symposium on Bond Chajes, M. J., Jansuska, T. F., Mertz, D. R., Thomson, T. A., and Finch, Behavior of FRP Structures, Hong Kong, China, pp. 8590. W. W. (1995), "Shear Strength of RC Beams using Externally Funakawa, I., Shimono, K., Watanabe, T., Asada, S., and Ushijima, S. Applied Composite Fabrics," ACI Structural Journal, Vol. 92, No. 3, (1997), "Experimental Study on Shear Strengthening with Continu- pp. 295303. ous Fiber Reinforcement Sheet and Methyl Methacrylate Resin," Chen, J. F., and Teng, J. G. (2001), "Anchorage Strength Models for Proceedings, 3rd International RILEM Symposium on Non-Metallic FRP and Steel Plates Bonded to Concrete," Journal of Structural (FRP) Reinforcement for Concrete Structures (FRPRCS-3), Sapporo, Engineering, Vol. 127, No. 7, pp. 784791. Japan, pp. 491498. Chen, J. F., and Teng, J. G. (2003a), "Shear Capacity of FRP Strength- Gamino, A. L., Sousa, J. L. A. O., and Bittencourt, T. N. (2009), "Appli- ened RC Beams: FRP Debonding," Construction Building Materials, cation of Carbon Fiber Reinforced Polymer in Strengthening to Vol. 17, No. 1, pp. 2741. Shear R/C T Beams," Proceedings, 9th International RILEM Sympo- Chen, J. F., and Teng, J. G. (2003b), "Shear Capacity of Fiber-Reinforced sium on Non-Metalic (FRP) Reinforcement for Concrete Structures Polymer-Strengthened Reinforced Concrete Beams: Fiber Reinforced (FRPRCS-9), Sidney, Australia, 4 pp. Polymer Rupture," Journal of Structural Engineering, Vol. 129, No. 5, Hag-Elsafi, O., Kunin, J., Alampalli, S., and Conway, T. (2001a), pp. 615625. "Strengthening of Route 378 Bridge Over Wynantskill Creek in Concrete Society (2004), Design Guidance on Strengthening Concrete New York Using FRP Laminates," New York State Department of Structures using Fibre Composite Materials: Technical Report 55, Transportation, Special Report 135. Second Edition, The Concrete Society, London, UK. Hag-Elsafi, O., Kunin, J., and Alampalli, S. (2001b), "In-Service Evalu- Czaderski, C. (2002), "Shear Strengthening with Prefabricated CFRP ation of a Concrete Bridge FRP Strengthening System," New York L-Shaped plates. Test Beams S1 to S6," EMPA. Report No. 116/7, State Department of Transportation, Special Report 139. Switzerland. Hassan Dirar, S. M. O., Hoult, N. A., Morley, C. T., and Lees, J. M. De Lorenzis, Miller, B., and Nanni, A. (2001), "Bond of Fiber-Reinforced (2006), "Shear Strengthening of Pre-cracked Reinforced Con- Polymer Laminates to Concrete," ACI Materials Journal, Vol. 98, crete Beams Using CFRP Straps," Proceedings, 2nd International No. 3, pp. 256264. Congress, Fdration Internationale de Bton (FIB), Naples, Italy, De Lorenzis, L. (2002), "Strengthening of RC Structures with Near- ID 10-70. Surface Mounted FRP Rods," Ph.D. Thesis, Department of Inno- Hsu, C. T. T., Punurai, W., and Zhang, Z. (2003), "Flexural and Shear vation Engineering, University of Lecce, Lecce, Italy, 2002. Strengthening of RC Beams using Carbon Fiber Reinforced Polymer Deniaud, C., and Cheng, J. J. R. (2001), "Shear Behavior of Reinforced Laminate," ACI SP-211-5, Farmington Hills, MI, pp. 89113. Concrete T-Beams with Externally Bonded Fiber-Reinforced Poly- Hutchinson, R. L., and Rizkalla, S. H. (1999), "Shear Strengthening of mer Sheets," ACI Structural Journal, Vol. 98, No. 3, pp. 386394. AASHTO Bridge Girders Using Carbon Fiber Reinforced Polymer Deniaud, C., and Cheng, J. J. R. (2004), "Simplified Shear Design Method Sheets," ACI Special Publications (SP-188), Vol. 188, pp. 945958. for Concrete Beams Strengthened with Fiber Reinforced Polymer Hutchinson, R., Tadros, G., Kroman, J., Rizkalla, S. (2003), "Use of Sheets," Journal of Composites for Construction, Vol. 8, No. 5, Externally Bonded FRP Systems for Rehabilitation of Bridges in pp. 425433. Western Canada. In: Field Applications of FRP Reinforcement: Diagana, C., Li, A., Gedalia, B., and Delmas, Y. (2003), "Shear Strength- Case Studies," ACI Special Publication (SP-215-13), pp. 239248. ening Effectiveness with CFF Strips," Engineering Structures, Else- ISIS Design Manual 4 (2001), Strengthening Reinforced Concrete Struc- vier, Vol. 25, No. 4, pp. 507516. tures with Externally-Bonded Fiber Reinforced Polymers, Intelligent Dornsife, R. (2007), "Ebey Island Viaduct Bridge: Pilot Project to Com- Sensing for Innovative Structures, Winnipeg, Canada, 2001. prehensive Carbon Fiber Rehabilitation," Proceedings, 24th Inter- JCI (2003), "International Symposium on Latest Achievement of Technol- national Bridge Conference, Pittsburgh, Pennsylvania, 6 pp. ogy and Research on Retrofitting Concrete Structures," Proceedings, Ekenel, M., and Myers, J. J. (2005), "Effect of Environmental Condi- Proceedings and Technical Report on JCI Technical Committee, tioning & Sustained Loading on the Fatigue Performance of RC Sapporo, Japan. Beams Strengthened with Bonded CFRP Fabrics," Proceedings, 7th JSCE (2001), Recommendations for Upgrading of Concrete Structures with International RILEM Symposium on Non-Metallic (FRP) Reinforce- Use of Continuous Fiber Sheets, Concrete Engineering Series 41, Japan ment for Concrete Structures (FRPRCS-7), Kansas City, Missouri, Society of Civil Engineers, Tokyo, Japan. USA, pp. 15711592. Kachlakev, D. I, and Barnes, W. A. (1999), "Flexural and Shear Perfor- Eshwar, N., Nanni, A., and Ibell, T. (2003), "CFRP Strengthening of mance of Concrete Beams Strengthened with Fiber Reinforced Concrete Bridges with Curved Soffits," Proceedings, Proceedings of Polymer Laminates," Proceedings, 4th International RILEM Sym- the International Conference on Structural Faults and Repairs, posium on Non-Metallic (FRP) Reinforcement for Concrete Struc- Montreal, Quebec. tures (FRPRCS-4), Baltimore, Maryland, pp. 959972.

OCR for page 47
49 Kamiharako, A., Maruyama, K., Takada, K., and Shimomura, T. (1997), Micelli, F., Annaiah, R., and Nanni, A. (2002), "Strengthening of Short "Evaluation of Shear Contribution of FRP Sheets Attached to Shear Span RC-T Joists with FRP Composites," Journal of Composites Concrete Beams," Non-Metallic (FRP) Reinforcement for Concrete for Construction, Vol. 6, No. 4, pp. 264271. Structures, Vol. 1, pp. 467474. Miller, B., and Nanni, A. (1999), "Bond between CFRP Sheets and Con- Kanakubo, T., Furuta, T., and Fukuyama, H. (2003), "Bond Strength crete," Proceedings, ASCE 5th Materials Congress, Cincinnati, OH, between Fiber-Reinforced Polymer Laminates and Concrete," Pro- USA, pp 240247. ceedings, 6th International RILEM Symposium on Non-Metallic Mitsui, Y., Murakami, K., Takeda, K., and Sakai, H. (1998), "A Study (FRP) Reinforcement for Concrete Structures (FRPRCS-6), World on Shear Reinforcement of Reinforced Concrete Beams Externally Scientific, Singapore, pp. 134143. Bonded with Carbon Fiber Sheets," Composites Interfaces, Vol. 5, Khalifa, A., Gold, W., Nanni, A., and Abdel Aziz, M. I. (1998), "Con- No. 4, pp. 285295. tribution of Externally Bonded FRP to Shear Capacity of RC Flex- Miyajima, H., Kosa, K., Tasaki, K., and Matsumoto, S. (2005), "Shear ural Members," Journal of Composites for Construction, Vol. 2, No. 4, Strengthening of RC Beams Using Carbon Fiber Sheets and its pp. 195202. Resistance Mechanism," Proceedings, 5th Workshop on Safety and Khalifa, A., Tumialan, G., Nanni, A., and Belarbi, A. (1999), "Shear Stability of Infrastructures against Environmental Impacts, Manila, Strengthening of Continuous Reinforced Concrete Beams using Philippines, pp. 114125. Externally Bonded Carbon Fiber Reinforced Polymer Sheets," Pro- Miyauchi, K., Inoue, S., Nishibayashi, S., and Tanka, Y. (1997), ceedings, 4th International RILEM Symposium on Non-Metallic "Shear Behavior of Reinforced Concrete Beam Strengthened (FRP) Reinforcement for Concrete Structures (FRPRCS-4), Balti- with CFRP Sheet," Transactions of the Japan Concrete Institute, more, Maryland, pp. 9951008. Vol. 19, pp. 97104. Khalifa, A., Belarbi, A., and Nanni, A. (2000), "Shear Performance of Monti, G., and Liotta, M. A. (2005), "FRP-Strengthening in Shear: Tests RC Members Strengthened with Externally Bonded FRP Wraps," and Design Equations," Proceedings, 7th International RILEM Proceedings, 12th World Conference on Earthquake Engineering, Symposium on Non-Metallic (FRP) Reinforcement for Concrete Auckland, New Zealand. Structures (FRPRCS-7), Kansas City, Missouri, pp. 543562. Khalifa, A., and Nanni, A. (2000), "Improving Shear Capacity of Existing Muszynski, L. C., and Sierakowski, R. L. (1996), "Fatigue Strength of RC T-Section Beams using CFRP Composites," Cement & Concrete Externally Reinforced Concrete Beams," Proceedings, Materials for Composites, Vol. 22, pp. 165174. the New Millennium, Materials Engineering Conference, Wash- Khalifa, A., and Nanni, A. (2002), "Rehabilitation of Rectangular Simply ington, DC, Vol. 2, pp. 648656. Supported RC Beams using CFRP Composites," Construction and Nakaba, K., Kanakubo, T., Furuta, T., and Yoshizawa, H. (2001), "Bond Building Materials, Vol. 16, No. 3, pp. 135146. Behavior between Fiber-Reinforced Polymer Laminates and Con- Lees, J. M., and Kesse, G. (2007), "Experimental Behavior of Re- crete," ACI Structural Journal, Vol. 98, No. 3, pp. 359367. inforced Concrete Beams Strengthened with Prestressed CFRP Neubauer, U., and Rostasy, F. S. (1997), "Design Aspects of Concrete Shear Straps," Journal of Composites for Construction, Vol. 11, Structures Strengthened with Externally Bonded CFRP Plates," No. 4, pp. 375383. Proceedings, 7th International Conference on Structural Faults and Leung, C., Chen, Z., Lee, S., Mandy, N., Ming, X., and Tang, J. (2007), Repairs, pp. 109118. "Effect of Size on the Failure of Geometrically Similar Concrete Niedermeier, R. (1996), "Stellungnahme zur Richtlinie fur das Verkleben Beams Strengthened in Shear with FRP Strips," Journal of Compos- von Beton-Bauteilen durch Ankleben von Stahllaschen--Entwurf ites for Construction, Vol. 11, No. 5, pp. 487496. Marz 1996," Schreiben Nr 1390 vom 30.10.1996 des Lehrstuhls fur Li, A., Assih, J., and Delmas, Y. (2001a), "Shear Strengthening of RC Massivbau, TU Munchen, Germany. Beams with Externally Bonded CFRP Sheets," Journal of Structural Niemitz, C. W. (2008), "Anchorage of Carbon Fiber Reinforced Poly- Engineering, Vol. 127, No. 4, pp. 374380. mers to Reinforced Concrete in Shear Applications," M.S. Thesis, Li, A., Diagana, C., and Delmas, Y. (2001b), "CFRP Contribution to Department of Civil and Environmental Engineering, University of Shear Capacity of Strengthened RC Beams," Engineering Structures, Massachusetts-Amherst. Vol. 23, pp. 12121220. Niu, H., and Wu, Z. S. (2000), "Study on Debonding Failure Load of Li, A., Diagana, C., and Delmas Y. (2002), "Shear Strengthening Effect RC Beams Strengthened with FRP Sheets," Journal of Structural by Bonded Composite Fabrics on RC Beams," Composites Part B: Engineering, Vol. 46A, pp. 14311441. Engineering, Vol. 33, No. 3, pp. 225239. Nowak, A. S. (1999), "Calibration of LRFD Bridge Design Code," Lopez-Anido, R., Kwon, S. C., Dutta, P. K., and Kim, Y. H. (2003), "Com- NCHRP Report No. 368, Transportation Research Board, Wash- parison of the Fatigue Behaviors of FRP Bridge Decks and Reinforced ington, DC. Concrete Conventional Decks under Extreme Environmental Nowak, A. S., and Szerszen, M. M. (2003), "Calibration of Design Code Conditions," KSME International Journal, Vol. 17, No. 1, pp. 110. for Buildings (ACI 318): Part 1--Statistical Models for Resistance," Maeda, T., Asano, Y., and Sato, Y. (1997), "A Study on Bond Mecha- ACI Structural Journal, Vol. 100, No. 3, pp. 377382. nism of Carbon Fiber Sheet," Proceedings, 3rd International RILEM Ohuchi, H., Ohno, S., Katsumata, H., Kobatake, Y., Meta, T., Symposium on Non-Metallic (FRP) Reinforcement for Concrete Yamagata, K., Inokuma, Y., and Ogata, N. (1994), "Seismic Strength- Structures (FRPRCS-3), Sapporo, Japan, pp. 279286. ening Design Technique for Existing Bridge Columns with CFRP," Malek, A. M., and Saadatmanesh, H. (1998), "Ultimate Shear Capacity Proceedings, Proceedings of the 2nd International Workshop on of Reinforced Concrete Beams Strengthened with Web-Bonded Seismic Design and Retrofitting of Reinforced Concrete Bridges, Fiber-Reinforced Plastic Plates," ACI Structural Journal, Vol. 95, Queenstown, New Zealand, pp. 495514. No. 4, pp. 391399. Orton, S. L. (2007), "Development of a CFRP System to Provide Con- Matthys, S. (2000), "Structural Behavior and Design of Concrete Mem- tinuity in Existing Reinforced Concrete Buildings Vulnerable to bers Strengthened with Externally Bonded FRP Reinforcement," Progressive Collapse," Dissertation, Department of Civil, Architec- Ph.D. Thesis, Department of Structural Engineering, University of tural, and Environmental Engineering, University of Austin--Texas, Ghent, Belgium. Austin, Texas.

OCR for page 47
50 Papakonstantinou, C. G., Petrou, M. F. and Harries, K. A. (2001), Taerwe, L., Khalil, H., and Matthys, S. (1997), "Behavior of RC "Fatigue of Reinforced Concrete Beams Strengthened with GFRP Beams Strengthened in Shear by External CFRP Sheets," Proceed- Sheets," ASCE Journal of Composites in Construction, Vol. 5, No. 4, ings, 3rd International RILEM Symposium on Non-Metallic (FRP) pp. 246253. Reinforcement for Concrete Structures (FRPRCS-3), Sapporo, Park, S. Y., Naaman, A. E., Lopez, M. M., and Till, R. D. (2001), "Shear Japan, pp. 483490. strengthening effect of R/C beams using glued CFRP sheets," Pro- Taljsten, B. (1997), "Strengthening of Concrete Structures for Shear ceedings, International Conference on FRP Composites in Civil with Bonded CFRP Fabrics," Proceedings, US-Canada-Europe Engineering, Hong Kong, China, pp. 669676. Workshop on Bridge Engineering, Zurich, Switzerland, pp. 6774. Pellegrino, C., and Modena, C. (2002), "Fiber Reinforced Polymer Taljsten, B. (2003), "Strengthening for Concrete Beam for Shear with Shear Strengthening of Reinforced Concrete Beams with Trans- CFRP Sheets," Construction and Building Materials, Vol. 17, No. 1, verse Steel Reinforcement," Journal of Composites for Construction, pp. 1526. Vol. 6, No. 2, pp. 104111. Taljsten, B., Hejll, A., and James, G. (2007), "Carbon Fiber-Reinforced Pellegrino, C., and Modena, C. (2006), "Fiber-Reinforced Polymer Polymer Strengthening and Monitoring of the Grndals Bridge Shear Strengthening of Reinforced Concrete Beams: Experimental in Sweden," Journal of Composites of Construction, Vol. 11, No. 2, Study and Analytical Modeling," ACI Structural Journal, Vol. 103, pp. 227235. No. 5, pp. 720728. Triantafillou, T. C. (1998), "Shear Strengthening of Reinforced Con- Rizzo, A., and De Lorenzis, L. (2009), "Behavior and capacity of RC crete Beams Using Epoxy-Bonded FRP Composites," ACI Struc- beams strengthened in shear with NSM FRP reinforcement," Con- tural Journal, Vol. 95, No. 2, pp. 107115. struction and Building Materials, Vol. 23, pp. 15551567. Triantafillou, T. C., and Antonopoulos, C. P. (2000), "Design of Con- Sato, Y., Ueda, T., Kakuta, Y., and Tanaka, T. (1996), "Shear Reinforc- crete Flexural Members Strengthened in Shear with FRP," Journal ing Effect of Carbon Fiber Sheet Attached to the Side of Reinforced of Composites for Construction, Vol. 4, No. 4, pp. 198205. Concrete Beams," Proceedings, 3rd International Conference on Ueda, T., and Dai, J. G. (2004), "New Shear Bond Model for Advanced Composite Materials in Bridges and Structures, Mon- FRP-Concrete Interface-from Modeling to Application," Proceed- treal, Canada, pp. 621628. ings, 2nd International Conference on FRP Composites in Civil Sato, Y., Ueda, T., Kakuta, Y., and Ono, S. (1997), "Ultimate Shear Capac- Engineering-CICE 2004, Adelaide, Australia, pp. 6981. ity of Reinforced Concrete Beams with Carbon Fiber Sheet," Pro- Ueda, T., and Dai, J. (2005), "Interface Bond between FRP Sheets and ceedings, 3rd International RILEM Symposium on Non-Metallic Concrete Substrates: Properties, Numerical Modeling and Roles in (FRP) Reinforcement for Concrete Structures (FRPRCS-3), Sapporo, Member Behavior," Progress in Structural Engineering and Materials, Japan, pp. 499506. John Wiley & Sons Ltd., Vol. 7, No. 1, pp. 2743. Sato, Y., Asano, Y., and Ueda, T. (2000), "Fundamental Study on Bond Uji, K. (1992), "Improving the Shear Capacity of Existing Reinforced Mechanism of Carbon Fiber Sheet," JSCE Journal of Material, Con- Concrete Members by Applying Carbon Sheets," Transactions of crete Structures, and Pavements, Vol. 47, No. 648, pp. 7187. the Japan Concrete Institute, Vol. 14, pp. 253266. Schnerch, A. (2001), "Shear Behavior of Large-Scale Concrete Beams Umezu, K., Fujita, M., Nakai, H., and Tamaki, K. (1997), "Shear Strengthened with Fibre Reinforced Polymer (FRP) Sheets," M.S. Behavior of RC Beams with Aramid Fiber Sheet," Proceedings, Thesis, Department of Civil Engineering, University of Manitoba. 3rd International RILEM Symposium on Non-Metallic (FRP) Schuman, P. M. (2004), "Mechanical Anchorage for Shear Rehabilita- Reinforcement for Concrete Structures (FRPRCS-3), Sapporo, tion of Reinforced Concrete Structures with FRP: An Appropriate Japan, pp. 491498. Design Approach," Ph.D. Thesis, Department of Structural Engi- Williams, G., and Higgins, C. (2008), "Fatigue of Diagonally Cracked neering, University of California, UCSD, San Diego, CA. RC Girders Repaired with CFRP," Journal of Bridge Engineering, Senthilnath, P., Belarbi, A., and Myers, J. J. (2001), "Performance of Vol. 13, No. 1, pp. 2433. CFRP Strengthened Reinforced Concrete (RC) Beams in the Pres- Xue Song, F., Jie, L., and Zhong Fan, C. (2004), "Experimental Research ence of Delaminations and Lap Splices Under Fatigue Loading," on Shear Strengthening of Reinforced Concrete Beams with Exter- Proceedings, International Conference on Composites in Construc- nally Bonded CFRP Sheets." tion (CCC-2001), Porto, Portugal, pp. 323328. Yoshizawa, H., Wu, Z. S., and Yuan, H. (2000), "Study on FRP-Concrete Sim, J., Kim, G., Park, C., and Ju, M. (2005), "Shear Strengthening Effects Interface Bond Performance," Journal of Materials, Concrete Struc- with Varying Types of FRP Materials and Strengthening Methods," tures and Pavements, Vol. 49, No. 662, pp. 105119. Proceedings, 7th International RILEM Symposium on Non-Metallic Zhang, Z., and Hsu, C. T. (2005), "Shear Strengthening of Reinforced Con- (FRP) Reinforcement for Concrete Structures (FRPRCS-7), Kansas crete Beams Using Carbon-Fiber-Reinforced Polymer Laminates," City, Missouri, USA, pp. 16651680. Journal of Composites for Construction, Vol. 9, No. 2, pp. 158169.