National Academies Press: OpenBook
« Previous: Chapter 4 - Conclusions, Implementation, and Recommendations for Further Research
Page 21
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements. Washington, DC: The National Academies Press. doi: 10.17226/14401.
×
Page 21
Page 22
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements. Washington, DC: The National Academies Press. doi: 10.17226/14401.
×
Page 22
Page 23
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2010. Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements. Washington, DC: The National Academies Press. doi: 10.17226/14401.
×
Page 23

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

21 AASHTO (2007). LRFD Bridge Design Specification. American Association of State Highway and Transportation Officials, Washington, DC. AASHTO (2008). Manual for Bridge Evaluation (MBE), 1st Edition. Amer- ican Association of State Highway and Transportation Officials, Washington, DC. ACI Committee 440.2-R02 (2002). “Guide For the Design and Con- struction for Externally Bonded FRP Systems for Strengthening Concrete Structures.” American Concrete Institute, Michigan. ACI Standard 318-05 (2005). “Building Code Requirements for Struc- tural Concrete.” American Concrete Institute, Michigan, 2005. AFGC (2003). Réparation et renforcement des structures en béton au moyen des matériaux composites, Association Française de Génie Civil, Decembre, 92225 Bagneaux Cedex, France. Agarwal, A.C. and M. Wolkowicz (1976). “Interim Report on 1975 Commercial Vehicle Survey.” Research and Development Division, Ministry of Transportation, Ontario, Canada. Almusallam, T. H. and Y.A. Al-Salloum (2001). “Ultimate Strength Prediction for RC Beams Externally Strengthened by Composite Materials.” Composites: Part B, 32, 609-619. Arduini, M. and A. Nanni (1997). “Behavior of Precracked RC Beams Strengthened with Carbon FRP Sheets.” ASCE Journal of Composites for Construction, 1(2): 63–70. Bartlett, F.M. and J.G. MacGregor (1996). “Statistical Analysis of the Compressive Strength of Concrete in Structures.” ACI Material Journal 93(2):158–168. Brena, S. F., R.M., Bramblett, and M.E. Kreger (2003). “Increasing the Flexural Capacity of Reinforced Concrete Beams Using Carbon Fiber-Reinforced Polymer Composites.” ACI Structural Journal, 100(1), 36–46. Caltrans (2007). Memo to Designers 20-4, Attachment B, Caltrans. CNR-DT 200 (2006). “Guide for the Design and Construction of Exter- nally Bonded FRP Systems for Strengthening Existing Structures.” Italian Advisory Committee on Technical Recommendations for Construction, Rome, Italy. Deaver, Rick, Abdul-Hamid Zureick, and Brian Summers (2003). “Re- pair with High-Performance Materials Make Bridges Stronger and Last Longer.” Research Pays Off, TR News 226, May–June. Deniaud, C, and R. Cheng (2001). “Shear Behavior of Reinforced Con- crete T-Beams with Externally Bonded Fiber Reinforced Polymer Sheets.” ACI Structural Journal, 98(3), May–June, 386–394. Deniaud, C., and R. Cheng (2003). “Reinforced Concrete T-Beams Strengthened in Shear with Fiber Reinforced Polymer Sheets.” ASCE Journal of Composites for Construction, 7(4), 302–310. Desayi, P. and S. Krishnan (1964). “Equation for the Stress-Strain Curve of Concrete.” Journal of the American Concrete Institute, 61(3): 345–350. Dussek, Ian J. (1980). “Strengthening of Bridge Beams and Similar Structures by Means of Epoxy-Resin-Bonded External Reinforce- ment.” Transportation Research Record 785, pp. 21–24. Eberline, D. K., F.W. Klaiber, and K. Dunker (1988). “Bridge Strength- ening with Epoxy Bonded Steel Plates.” Transportation Research Record 1180, pp.7–11. Ellingwood, B. (1994). “Probability-based codified design: past ac- complishments and future challenges.” Structural Safety, 13(3), pp.159–176 Eom, J. and A.S. Nowak (2001). “Live Load Distribution for Steel Girder Bridges.” ASCE Journal of Bridge Engineering, Vol. 6, No.6, pp. 489–497. fib Bulletin 14 (2001). “Externally Bonded FRP Reinforcement for RC structures,” published in Europe. Fleming C. J. and G.E.M. King (1967). “The Development of Structural Adhesives for Three Original Uses in South Africa,” Proceedings, Reunion Internationale des Laboratoires d’ Essais et des Recherches sur les Materiaux et les Construction (RILEM), Paris, September, pp.75–92. Freyssinet (2001). “Élement de structure renforcés par un procédé col- lage de fibres de carbone.” Avis Technique 3/01-345, Entriprise FREYSSINET, France. Galambos, T.V., B. Ellingwood, J.G. MacGregor, and C.A. Cornell (1982). “Probability-based load criteria: assessment of current design practice.” ASCE Journal of the Structural Division, 108(5): 959–977. German Provisional Regulations (2003). Allgemeine Bauaufsichtliche Zulassung, Nr. Z-36.12-65 vom 29, Deutsches Institut Für Bautech- nik, Berlin, July. Gorski, M. and R. Krzywon (2007). Polish standardization proposal for design procedures of FR strengthening, Proceedings, CD, FRPRCS-8, Editor: T. Triantafillou, University of Patras, Patras, Greece. Hamelin, P., D. Bigaud, E. Ferrier, and E. Jacquelin (2005). Composites in Construction 2005, Proceedings of the 3rd International Con- ference, July 11–13, Lyon, France. Hawkins, G. F., Johnson, E. C., and Nokes, J.P. (1999). “ Qualifications for Seismic Retrofitting of Bridge Columns Using Composites,” Volume 3: Nondestructive Evaluation (NDE) Development, Aero- space Report No. ATR-99(7524)-2, Volume 3, the Aerospace Cor- poration, El Segundo, California. References

22 ISIS (2001). “Strengthening Reinforced Concrete Structures with Externally-Bonded Fiber-Reinforced Polymers,” ISIS Canada Design Manuals, Winnipeg, Manitoba. Jones, R., R.N. Swamy, and A. Charif (1988). “Plate Separation and An- chorage of Reinforced Concrete Beams Strengthened with Epoxy- Bonded Steel Plates,” The Structural Engineer, Volume 66, No. 5, pp. 85–94. JSCE (2001). “Recommendations for Upgrading of Concrete Struc- tures with Use of Continuous Fiber Sheets,” Japan Society of Civil Engineers. Kaiser, H. P. (1989). Strengthening of Reinforced Concrete with Epoxy- Bonded Carbon-fiber Plastics, Thesis, ETH No. 8919, Zurich, Switzerland. Kim, S.-J., and A.S. Nowak (1997). “Load distribution and impact fac- tors for I-girder bridges.” ASCE Journal of Bridge Engineering, 2(3), 97–104. Leung, C. K. Y., Z. Chen, S. Lee, M. Ng, M. Xu, and Tang, J. (2007). “Effect of Size on the Failure of Geometrically Similar Concrete Beams Strengthened in Shear with FRP Strips.” ASCE Journal of Composites for Construction, Vol. 11, No. 5, pp. 487–496. Lopez, M., A.E. Naaman (2003). “Concrete Cover Failure or Tooth type failure on RC beams strengthened with FRP laminates.” Proceed- ings of the Sixth International Symposium on Fiber Reinforced Polymer (FRP) for Reinforced Concrete Structures (FRPRCS-6). pp. 317–326. MacGregor, J.G., S.A. Mirza, and B. R. Ellingwood (1983), “Statistical Analysis of Resistance of Reinforced and Prestressed Concrete Mem- bers,” Journal of the American Concrete Institute, 80(3):167–176. Malek, A., H. Saadatmanesh, and M. Ehsani (1998). “Prediction of Fail- ure Load of R/C Beams Strengthened with FRP Plate Due to Stress Concentrations at the Plate End.” ACI Structural Journal, Volume 95, No. 1, pp. 142–152. Meier, U. (1987). “Bridge Repair with High Performance Composite Materials,” Materials and Technique. 15, pp.225–228. Meier, U. and H. Kaiser (1991). “Strengthening of Structures with CFRP Laminates.” Advanced Composite Materials in Civil Engi- neering Structures.” Edited by S. L. Iyer, American Society of Civil Engineers, New York, pp.224–232. Meier, U. (1992). “Carbon Fiber-Reinforced Polymer: Modern Materi- als in Bridge Engineering.” Structural Engineering International, 2, pp-7–12. Meier, U., Deuring, M., Meier, H., and Schwegler, G. (1993). “Strength- ening of structures with advanced composites.” Alternative Mate- rials for the Reinforcement and Prestressing of Concrete, Edited by J. L. Clarke, Blackie Academic and Professional, Glasgow, pp.153–171. Meier, U. and Betti, Raimondo (1997). Recent Advances in Bridge En- gineering, Advanced Rehabilitation, Durable Materials, Nonde- structive Evaluation, and Management, US-Canada-Europe Work- shop on Bridge Engineering, Zurich, Switzerland. Melchers, R.E. (1999). Structural Reliability: Analysis and Prediction. John Wiley, Chichester, UK Monti, G., F. Santinelli, and M.A. Liotta (2004a). “Shear Strengthening of Beams with Composite Materials.” Proceedings of the Interna- tional Conference on FRP Composites in Civil Engineering—CICE 2004, Edited by R. Seracino, Adelaide, Australia, 569–577. Monti, G., F. Santinelli, and M.A. Liotta (2004b). Mechanics of shear FRP-Strengthening of RC beams. ECCM 11, Rhodes, Greece. Mirmiran, A., M. Shahawy, A. Nanni, and V. Karbahri (2004). NCHRP Report 514, Bonded Repair and Retrofit of Concrete Structures Using FRP Composites. Transportation Research Board, Washington, D.C. Mirmiran, A., M. Shahawy, A. Nanni, V. Karbahri, and A.S. Kalayci (2008). NCHRP Report 609, Recommended Construction Specifica- tions and Process Control Manual for Repair and Retrofit of Concrete Structures Using Bonded FRP Composites. Transportation Research Board, Washington, D.C. Norris, T., H. Saadatmanesh, and M. Ehsani, (1997). “Shear and Flex- ural Strengthening of R/C Beams 29 with Carbon Fiber Sheets.” Journal of Structural Engineering, V. 123, No. 7, pp. 903–911. Nowak, A. S. (1999). NCHRP Report 368, Calibration of LRFD Bridge Code. Transportation Research Board, Washington, DC. Oehlers, D. J. and J.P. Moran (1990). “Premature Failure of Externally Plated Reinforced Concrete Beams.” Journal of the Structural Division of the American Society of Civil Engineers, Vol. 116, No. 4, pp. 978–995 Oehlers D. J. and R. Seracino (2004). Design of FRP and Steel Plated RC Structures, Elsevier Science Publishers, Etc., Oxford, UK. Parkinson, J. (1978). “Glue Solves a Sticky Problem for Gestetner,” New Civil Engineer, 14 September, pp.26–27. Pellegrino, C., and C. Modena (2006). “Fiber-Reinforced Polymer Shear Strengthening of Reinforced Concrete Beams: Experimental Study and Analytical Modeling.” ACI Structural Journal, 103(5), September–October, 720–728. Pelvris, N., T.C. Triantafillou, and D. Veneziano (1995). “Reliability of RC Members Strengthened with CFRP Laminates,” ASCE Journal of Structural Engineering, Vol. 121, No. 7, pp. 1037–1044. Quiertant, M., F. Toutlemonde, and J.L. Clement (2004). “Combined Flexure-Compression Loading for RC Columns Externally Strength- ened with Longitudinal and Transverse CFRP Retrofitting.” Sympo- sium on Concrete Structures: The Challenge of Creativity. Fib. (on CD-ROM). Quiertant M. and F. Toutlemonde (2004), “Carbon FRP Strengthened RC Columns Under Combined Flexure-Compression Loading.” FRP Composites in Civil Engineering 2004, p. 603–611. Quiertant M. and F. Toutlemonde (2005). “Experimental Investigation of Carbon FRP Reinforced RC Columns Under Combined Flexure- Compression Loading.” Composites in Construction, CCC2005, Third International Conference, Lyon, France. Ritter, W. (1899). “Die Bauweise Hennebique.” Schweizerische, Bauzeitung, Vol. 33, No. 7 pp. 59–61. Rocca, S., N. Galati, and A. Nanni (2006). “Review of Design Guidelines for FRP Confinement of Reinforced Concrete Columns of Non- circular Cross Sections,” ASCE Journal of Composites for Construc- tion, Vol. 12, No. 1, pp. 80–92. Roberts, T. M. (1989). “Approximate Analysis of Shear and Normal Stress Concentrations in the Adhesive Layer of Plated RC Beams,” The Structural Engineer, Volume 67, No.12/20 June, pp. 229–233. Ross, C. A., D.M. Jerome, J.W. Tedesco, and M.L. Hughes (1999). “Strengthening of Reinforced Concrete Beams with Externally Bonded Composite Laminates,” ACI Structural Journal, 96(2), 212–220. Saadatmanesh, H. and M.R. Ehsani, (1991). “RC Beams Strengthened with GFRP Plates: Experimental Study,” ASCE Journal of Structural Engineering, 117(11), 3417–3433. Seible, F., M.J.N. Prietsley, G.A. HegeMeier, and D. Innamorato (1997). “Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets,” Journal of Composites for Construction, Vol. 1, No. 2, pp.52–62. Schuman, P. and V.M. Karbhari (2004). “Development of Appropriate Design Limits for Externally Bonded FRP for Shear Strengthening.” Proceedings of the 4th International Conference on Advanced Com- posite Materials in Bridges and Structures, Calgary, Alberta, Canada. Steckel, G.L., G.F. Hawkins, and J.L. Bauer Jr (1999a). “Qualifica- tions for Seismic Retrofitting of Bridge Columns Using Compos-

23 ites,” Composite Properties Characterization, Aerospace Report No. ATR-99(7524)-2, Volume 1, The Aerospace Corporation, El Segundo, California. Shahawy, M.A., M. Arockiasamy, T. Beitelmant, and R. Sowrirajan (1996). “Reinforced concrete rectangular beams strengthened with CFRP laminates” Composites: Part B, 27B, pp. 225–233. Steckel, G.L., J.L. Bauer Jr., G.F. Hawkins, and M.W. Vanik (1999b). “Qualifications for Seismic Retrofitting of Bridge Columns Using Composites,” Analytical Design and Experimentation of Structural Shells, Aerospace Report No. ATR-99(7524)-2, Volume 2, The Aerospace Corporation, El Segundo, California. Spadea, G., F. Bencardino, and R.N. Swamy (1998). “Structural Behavior of Composite RC Beams with Externally Bonded CFRP,” Journal of Composites for Construction, 2(3), 132–137. Swamy R.N., R. Jones, and J.W. Bloxham (1987). “Structural Behav- ior of Reinforced Concrete Beams Strengthened by Epoxy- Bonded Steel Plates,” The Structural Engineer, Volume 65A, No. 2, pp. 59–68. Swamy, R.N. and P. Mukhophyaya (1999). “Debonding of carbon-fibre- reinforced polymer plate from concrete beams.” Proceedings of the Institution of Civil Engineers, Structures and Buildings, Vol. 134, pp. 301–317. Taerwe, L., H. Khalil, and S. Matthys (1997). “Behaviour of RC Beams Strengthened in Shear by External CFRP Sheets.” Non-Metallic (FRP) Reinforcement for Concrete Structures, Japan Concrete Institute, 1, 483–490. Teng, J. G., J.F. Chen, S.T. Smith, and L. Lam (2002). FRP Strengthened RC Structures. John Wiley and Sons, Ltd., England. Todeschini, C.E., A.C. Bianchini, and C.E. Kesler (1964). “Behavior of Concrete Columns Reinforced with High Strength Steels.” ACI Journal, 61(6):701–716. Triantafillou, T. C. (1998) “Strengthening of Structures with Advanced FRPs.” Progress in Structural Engineering and Materials, 1(2), 126–134. Triantafillou, T. C. and C.P. Antonopoulos (2000). “Design of Concrete Flexural Members Strengthened in Shear with FRP.” ASCE Journal of Composites for Construction, 4(4), 198–205. Triantafillou, T. C. (2001) “Seismic Retrofitting of Structures with Ad- vanced Composites—A Review.” International Conference on FRP Composites in Civil Engineering, Special Theme Session on New Horizons for FRP Composites in Structural Retrofitting, Hong Kong, Dec. 12–14. Triantafillou, T. C. ed. (2007) Fiber-Reinforced Polymer Reinforcement for Concrete Structures—Proceedings of the 8th International Sym- posium on Fiber Reinforced Polymer Reinforcement for Concrete Structures, University of Patras, Greece. Yao, J. and G.J. Teng (2007). “Plate End Debonding in FRP-Plated RC Beams-I: Experiments.” Engineering Structures, 29, pp. 2457–2471. Yao (2004). “Debonding Failures in RC Beams and Slabs Strength- ened with FRP Plates.” Ph.D. Thesis, The Hong Kong Polytechnic University. Zureick, A. and L.F. Kahn (2001). “Fiber-Reinforced Polymer Compos- ite Materials for Rehabilitation of Reinforced Concrete Structures.” ASM Engineered Materials Handbook: Composites, pp. 906–913. Zureick, A. (2002). “Proposed Specifications-Polymeric Composite Materials for Rehabilitating Concrete Structures.” Prepared for the Georgia Department of Transportation. Zureick, A., L. Kahn, and Y. Kim (2002). “Strengthening of Reinforced Concrete Bridge Deck Slabs with Shop-Manufactured Carbon Com- posite Plates.” Final Report prepared for Georgia Department of Transportation and the Federal Highway Administration, Structural Engineering, Mechanics, and Materials Research Report No. 02-3, Georgia Institute of Technology. Available at http://www.ce.gatech. edu/groups/struct/reports/doc_list.php. Zureick, A., R.M. Bennett, and B.R. Ellingwood (2006). “Statistical Characterization of Fiber-Reinforced Polymer Composite Material Properties for Structural Design.” ASCE Journal of Structural Engi- neering, Vol. 132, No. 8, pp. 1320–1327.

Next: Attachment A - Recommended Guide Specification for the Design of Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements »
Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements Get This Book
×
 Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements
MyNAP members save 10% online.
Login or Register to save!
Download Free PDF

TRB’s National Cooperative Highway Research Program (NCHRP) Report 655: Recommended Guide Specification for the Design of Externally Bonded FRP Systems for Repair and Strengthening of Concrete Bridge Elements examines a recommended guide specification for the design of externally bonded Fiber-Reinforced Polymer (FRP) systems for the repair and strengthening of concrete bridge elements.

The report addresses the design requirements for members subjected to different loading conditions including flexure, shear and torsion, and combined axial force and flexure. The recommended guide specification is supplemented by design examples to illustrate its use for different FRP strengthening applications.

READ FREE ONLINE

  1. ×

    Welcome to OpenBook!

    You're looking at OpenBook, NAP.edu's online reading room since 1999. Based on feedback from you, our users, we've made some improvements that make it easier than ever to read thousands of publications on our website.

    Do you want to take a quick tour of the OpenBook's features?

    No Thanks Take a Tour »
  2. ×

    Show this book's table of contents, where you can jump to any chapter by name.

    « Back Next »
  3. ×

    ...or use these buttons to go back to the previous chapter or skip to the next one.

    « Back Next »
  4. ×

    Jump up to the previous page or down to the next one. Also, you can type in a page number and press Enter to go directly to that page in the book.

    « Back Next »
  5. ×

    To search the entire text of this book, type in your search term here and press Enter.

    « Back Next »
  6. ×

    Share a link to this book page on your preferred social network or via email.

    « Back Next »
  7. ×

    View our suggested citation for this chapter.

    « Back Next »
  8. ×

    Ready to take your reading offline? Click here to buy this book in print or download it as a free PDF, if available.

    « Back Next »
Stay Connected!