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Volumn 40, Issue 1, 2009, Pages 17-28

Design provisions for crack spacing and width in RC elements externally bonded with FRP

Author keywords

A. Carbon fiber; B. Stress transfer; C. Statistical methods; Cracking

Indexed keywords

BUILDING MATERIALS; CARBON FIBERS; CONCRETE BEAMS AND GIRDERS; EXPERIMENTS; FIBER REINFORCED PLASTICS; PAPER SHEETING; PLASTIC LAMINATES; PLASTIC SHEETS; REINFORCED CONCRETE; STATISTICAL METHODS; STATISTICS; STEEL;

EID: 57949110330     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2008.07.004     Document Type: Article
Times cited : (45)

References (24)
  • 2
    • 57949109534 scopus 로고    scopus 로고
    • Teng JG, Lu XZ, Ye LP, Jiang JJ. Bond-slip models for interfaces between externally bonded FRP and concrete. In: Proc of FRP composites in civil engineering - CICE 2004, Adelaide, Australia. London: Taylor & Francis; Dec. 2004. p. 55-68.
    • Teng JG, Lu XZ, Ye LP, Jiang JJ. Bond-slip models for interfaces between externally bonded FRP and concrete. In: Proc of FRP composites in civil engineering - CICE 2004, Adelaide, Australia. London: Taylor & Francis; Dec. 2004. p. 55-68.
  • 3
    • 18144382552 scopus 로고    scopus 로고
    • Lu XZ, Teng JG, Ye LP, Jiang JJ. Bond-slip models for FRP sheets/plates bonded to concrete. In: Engineering structures, vol. 27. Amsterdam: Elsevier; 2005. p. 920-37.
    • Lu XZ, Teng JG, Ye LP, Jiang JJ. Bond-slip models for FRP sheets/plates bonded to concrete. In: Engineering structures, vol. 27. Amsterdam: Elsevier; 2005. p. 920-37.
  • 4
    • 0036534134 scopus 로고    scopus 로고
    • FRP-strengthened RC beams. I: Review of debonding strength models
    • Smith S.T., and Teng J.G. FRP-strengthened RC beams. I: Review of debonding strength models. Eng Struct 24 4 (2002) 385-395
    • (2002) Eng Struct , vol.24 , Issue.4 , pp. 385-395
    • Smith, S.T.1    Teng, J.G.2
  • 5
    • 57949110060 scopus 로고    scopus 로고
    • Fib Bullettin 14 (2001). FRP as externally bonded reinforcement of R.C. structures: basis of design and safety concept, TG9.3, 2001.
    • Fib Bullettin 14 (2001). FRP as externally bonded reinforcement of R.C. structures: basis of design and safety concept, TG9.3, 2001.
  • 6
    • 57949097450 scopus 로고    scopus 로고
    • CNR - Council National Research, DT 200/2004 (2004). Guide for the design and construction of externally bonded FRP systems for strengthening existing structures, National Research Council, Advisory Committee on Technical Recommendations for Construction. Available from: http://www.cnr.it/sitocnr/Englishversion/CNR/Activities/RegulationCertification.html, Rome.
    • CNR - Council National Research, DT 200/2004 (2004). Guide for the design and construction of externally bonded FRP systems for strengthening existing structures, National Research Council, Advisory Committee on Technical Recommendations for Construction. Available from: http://www.cnr.it/sitocnr/Englishversion/CNR/Activities/RegulationCertification.html, Rome.
  • 7
    • 57949109889 scopus 로고    scopus 로고
    • ACI Committee 440 (2002). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, ACI 440.2R-02, American Concrete Institute, Farmington Hills, MI.
    • ACI Committee 440 (2002). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures, ACI 440.2R-02, American Concrete Institute, Farmington Hills, MI.
  • 8
    • 57949088717 scopus 로고    scopus 로고
    • CEN. Eurocode 2 (1992). Design of concrete structures - Part 1-1: General rules and rules for buildings, ENV 1992-1-1: 1991.
    • CEN. Eurocode 2 (1992). Design of concrete structures - Part 1-1: General rules and rules for buildings, ENV 1992-1-1: 1991.
  • 9
    • 57949102248 scopus 로고    scopus 로고
    • CEN. Eurocode 2 (2004). Design of concrete structures - Part 1-1: General rules and rules for buildings, EN 1992-1-1: 2004:E, December 2004.
    • CEN. Eurocode 2 (2004). Design of concrete structures - Part 1-1: General rules and rules for buildings, EN 1992-1-1: 2004:E, December 2004.
  • 10
    • 13944279858 scopus 로고    scopus 로고
    • Tension stiffening of RC ties strengthened with externally bonded FRP sheets
    • Ceroni F., Pecce M., and Matthys S. Tension stiffening of RC ties strengthened with externally bonded FRP sheets. ASCE J Compos Construct 8 1 (2004) 22-32
    • (2004) ASCE J Compos Construct , vol.8 , Issue.1 , pp. 22-32
    • Ceroni, F.1    Pecce, M.2    Matthys, S.3
  • 11
    • 13844267717 scopus 로고    scopus 로고
    • Study on behavior in tension of reinforced concrete members strengthened by carbon fiber sheet
    • Ueda T., Yamaguchi R., Shoji K., and Sato Y. Study on behavior in tension of reinforced concrete members strengthened by carbon fiber sheet. ASCE J Compos Construct 6 3 (2002) 168-174
    • (2002) ASCE J Compos Construct , vol.6 , Issue.3 , pp. 168-174
    • Ueda, T.1    Yamaguchi, R.2    Shoji, K.3    Sato, Y.4
  • 12
    • 57949103609 scopus 로고    scopus 로고
    • Yoshizawa H, Wu Z, Crack behavior of plain concrete and reinforced concrete members strengthened with carbon fiber sheets. In: Proc of fourth int symposium on FRP reinforcement, ACI International, SP-188; 1999. p. 767-79.
    • Yoshizawa H, Wu Z, Crack behavior of plain concrete and reinforced concrete members strengthened with carbon fiber sheets. In: Proc of fourth int symposium on FRP reinforcement, ACI International, SP-188; 1999. p. 767-79.
  • 13
    • 57949107580 scopus 로고    scopus 로고
    • Matthys S. Structural behaviour and design of concrete members strengthened with externally bonded FRP reinforcement. PhD thesis, Faculty of Engineering, Department of Structural Engineering, Ghent University, Ghent, Belgium; 2000.
    • Matthys S. Structural behaviour and design of concrete members strengthened with externally bonded FRP reinforcement. PhD thesis, Faculty of Engineering, Department of Structural Engineering, Ghent University, Ghent, Belgium; 2000.
  • 14
    • 13944273358 scopus 로고    scopus 로고
    • Modelling of tension stiffening behaviour of RC ties strengthened with FRP sheets
    • Ceroni F., and Pecce M. Modelling of tension stiffening behaviour of RC ties strengthened with FRP sheets. ASCE J Compos Construct 8 6 (2004) 510-518
    • (2004) ASCE J Compos Construct , vol.8 , Issue.6 , pp. 510-518
    • Ceroni, F.1    Pecce, M.2
  • 15
    • 57949096560 scopus 로고    scopus 로고
    • Chen JF, Teng JG, Yao J. Theoretical model for IC debonding in FRP-strengthened concrete members. In: Proc of structural faults + repair 2006, Edinburgh, Scotland, (CDROM), 13-15 June 2006; 2006.
    • Chen JF, Teng JG, Yao J. Theoretical model for IC debonding in FRP-strengthened concrete members. In: Proc of structural faults + repair 2006, Edinburgh, Scotland, (CDROM), 13-15 June 2006; 2006.
  • 16
    • 57949114240 scopus 로고    scopus 로고
    • ACI Committee 318. Building code requirements for structural concrete, ACI 318-95, American Concrete Institute, Detroit, Michigan, USA, 1995.
    • ACI Committee 318. Building code requirements for structural concrete, ACI 318-95, American Concrete Institute, Detroit, Michigan, USA, 1995.
  • 17
    • 57949112126 scopus 로고    scopus 로고
    • ACI Committee 318 (2002). Building code requirements for structural concrete, American Concrete Institute, Farmington Hills, MI.
    • ACI Committee 318 (2002). Building code requirements for structural concrete, American Concrete Institute, Farmington Hills, MI.
  • 18
    • 57949083546 scopus 로고    scopus 로고
    • Commentary of Eurocode 2 (2008). Published by the European concrete platform ASBL, Editor Jean-Pierre Jacobs, 8 rue Volta, 1050 Brussels. Available from: www.europeanconcrete.eu.
    • Commentary of Eurocode 2 (2008). Published by the European concrete platform ASBL, Editor Jean-Pierre Jacobs, 8 rue Volta, 1050 Brussels. Available from: www.europeanconcrete.eu.
  • 19
    • 57949101060 scopus 로고    scopus 로고
    • Ceroni F, Prota A, Pecce M. Experimental behavior of RC beams strengthened by FRP sheets. In: Proc of the int conference composites in construction - CCC2001, Porto, 10-12 Oct. 2001. p. 499-504.
    • Ceroni F, Prota A, Pecce M. Experimental behavior of RC beams strengthened by FRP sheets. In: Proc of the int conference composites in construction - CCC2001, Porto, 10-12 Oct. 2001. p. 499-504.
  • 20
    • 85009097020 scopus 로고    scopus 로고
    • Ceroni F, Pecce M. Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads. In: Proc of fib symposium "keep concrete attractive", 23-25 May 2005, Budapest. p. 418-23.
    • Ceroni F, Pecce M. Strength and ductility of RC beams strengthened with FRP sheets under monotonic and cyclic loads. In: Proc of fib symposium "keep concrete attractive", 23-25 May 2005, Budapest. p. 418-23.
  • 21
    • 57949094302 scopus 로고    scopus 로고
    • Eligehausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized excitations, Report no. 83/23, EERC, University of California, Berkeley; 1983.
    • Eligehausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized excitations, Report no. 83/23, EERC, University of California, Berkeley; 1983.
  • 22
    • 57949094129 scopus 로고    scopus 로고
    • Alessandri S, Monti G, Santini S. Design assisted by testing: procedure for the statistical determination of capacity models. In: Proc of int conference "challenges for civil construction - CCC2008", FEUP, Porto, Portugal, 16-18 April 2008, CD-ROM, 2008.
    • Alessandri S, Monti G, Santini S. Design assisted by testing: procedure for the statistical determination of capacity models. In: Proc of int conference "challenges for civil construction - CCC2008", FEUP, Porto, Portugal, 16-18 April 2008, CD-ROM, 2008.
  • 24
    • 0000898845 scopus 로고
    • An analysis of variance test for normality (complete samples)
    • Shapiro S.S., and Wilk M.B. An analysis of variance test for normality (complete samples). Biometrika 52 (1965) 591-611
    • (1965) Biometrika , vol.52 , pp. 591-611
    • Shapiro, S.S.1    Wilk, M.B.2


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