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Volumn 45, Issue 1, 2013, Pages 768-779

Effects of structural fibers on bonding mechanism changes in interface between GFRP bar and concrete

Author keywords

A. Glass fibers; B. Fiber matrix bond; C. Debonding; D. Surface treatments

Indexed keywords

BONDING MECHANISM; CRACK CLOSING; CUBIC SPECIMENS; FIBER TYPES; FIBER VOLUME FRACTIONS; FIBER/MATRIX BONDS; GFRP BARS; INTERFACIAL BONDS; INTERFACIAL CRACKS; INTERFACIAL PROPERTY; MAXIMUM STRESS; PULL-OUT; PVA FIBER; STEEL BARS; STRENGTH AND TOUGHNESS; STRUCTURAL FIBERS;

EID: 84869498264     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2012.09.039     Document Type: Article
Times cited : (81)

References (24)
  • 2
    • 71249154813 scopus 로고    scopus 로고
    • Experimental study of bond behavior between concrete and FRP bars using a pull-out test
    • M. Baena, L. Torres, A. Turon, and C. Barris Experimental study of bond behavior between concrete and FRP bars using a pull-out test Composite: Part B 40 2009 784 797
    • (2009) Composite: Part B , vol.40 , pp. 784-797
    • Baena, M.1    Torres, L.2    Turon, A.3    Barris, C.4
  • 4
    • 0030144974 scopus 로고    scopus 로고
    • Bond strength and load distribution of composite GFRP reinforcing bars in concrete
    • B. Benmokrane, B. Tighiouart, and O. Chaallal Bond strength and load distribution of composite GFRP reinforcing bars in concrete ACI Mater J 93 3 1996 246 253
    • (1996) ACI Mater J , vol.93 , Issue.3 , pp. 246-253
    • Benmokrane, B.1    Tighiouart, B.2    Chaallal, O.3
  • 5
    • 84864757963 scopus 로고    scopus 로고
    • Studies on FRP-concrete interface with hardening and softening bond-slip law
    • H. Yuan, Xusheng Lu, D. Hui, and L. Feo Studies on FRP-concrete interface with hardening and softening bond-slip law Compos Struct 94 12 2012 3781 3792
    • (2012) Compos Struct , vol.94 , Issue.12 , pp. 3781-3792
    • Yuan, H.1    Lu, X.2    Hui, D.3    Feo, L.4
  • 6
    • 34047155715 scopus 로고    scopus 로고
    • Concrete cover rip-off R/C beams strengthened with FRP composites
    • L. Feo, and A. Aprile Concrete cover rip-off R/C beams strengthened with FRP composites Composite Part B: Engineering 38 5-6 2007 759 771
    • (2007) Composite Part B: Engineering , vol.38 , Issue.56 , pp. 759-771
    • Feo, L.1    Aprile, A.2
  • 7
    • 0034544123 scopus 로고    scopus 로고
    • A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams
    • L. Ascioe, V.P. Berardi, L. Feo, and G. Mancusi A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams Composite Part B: Engineering 31 6-7 2000 535 540
    • (2000) Composite Part B: Engineering , vol.31 , Issue.67 , pp. 535-540
    • Ascioe, L.1    Berardi, V.P.2    Feo, L.3    Mancusi, G.4
  • 8
    • 39149136242 scopus 로고    scopus 로고
    • Interfacial bond strength of glass fiber reinforced polymer bars in high-strength concrete
    • J.Y. Lee, T.Y. Kim, T.J. Kim, C.K. Yi, J.S. Park, and Y.C. You Interfacial bond strength of glass fiber reinforced polymer bars in high-strength concrete Composites Part B 39 2008 258 270
    • (2008) Composites Part B , vol.39 , pp. 258-270
    • Lee, J.Y.1    Kim, T.Y.2    Kim, T.J.3    Yi, C.K.4    Park, J.S.5    You, Y.C.6
  • 9
    • 0032046877 scopus 로고    scopus 로고
    • Finite element simulations of fiber pullout toughening in fiber reinforced cement based composites
    • C.Y. Li, and B. Mobasher Finite element simulations of fiber pullout toughening in fiber reinforced cement based composites Adv Cem Bas Mater 7 1998 123 132
    • (1998) Adv Cem Bas Mater , vol.7 , pp. 123-132
    • Li, C.Y.1    Mobasher, B.2
  • 11
    • 43049150044 scopus 로고    scopus 로고
    • Effect of fibers on the bonds between FRP reinforcing bars and high-strength concrete
    • J.P. Won, C.G. Park, H.H. Kim, S.W. Lee, and C.I. Jang Effect of fibers on the bonds between FRP reinforcing bars and high-strength concrete Composite Part B: Engineering 39 2008 749 755
    • (2008) Composite Part B: Engineering , vol.39 , pp. 749-755
    • Won, J.P.1    Park, C.G.2    Kim, H.H.3    Lee, S.W.4    Jang, C.I.5
  • 12
    • 0024736269 scopus 로고
    • Bond behavior of normal and high-strength fiber reinforced concrete
    • A.S. Ezeldin, and P.N. Balaguru Bond behavior of normal and high-strength fiber reinforced concrete ACI Mater J 86 5 1989 515 524
    • (1989) ACI Mater J , vol.86 , Issue.5 , pp. 515-524
    • Ezeldin, A.S.1    Balaguru, P.N.2
  • 13
    • 0036011005 scopus 로고    scopus 로고
    • Bond behavior of high strength concrete under reversed pull-out cycle loading
    • M. Alavi-Fard, and H. Marzouk Bond behavior of high strength concrete under reversed pull-out cycle loading Can J Civil Eng 29 2002 191 200
    • (2002) Can J Civil Eng , vol.29 , pp. 191-200
    • Alavi-Fard, M.1    Marzouk, H.2
  • 14
    • 84859980393 scopus 로고    scopus 로고
    • Standard test method for compressive strength of cylindrical concrete specimen
    • ASTM C 39/C39 M
    • ASTM C 39/C39 M. Standard test method for compressive strength of cylindrical concrete specimen. Annul Book of ASTM Standards; 2004.
    • (2004) Annul Book of ASTM Standards
  • 15
    • 0036445487 scopus 로고    scopus 로고
    • Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction
    • W. Yao, J. Li, and K. Wu Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction Cem Concr Res 33 2003 27 30
    • (2003) Cem Concr Res , vol.33 , pp. 27-30
    • Yao, W.1    Li, J.2    Wu, K.3
  • 16
    • 0034290860 scopus 로고    scopus 로고
    • Compressive stress-strain relationship of steel fibre-reinforced concrete at early age
    • Y. Ding, and W. Kusterle Compressive stress-strain relationship of steel fibre-reinforced concrete at early age Cem Concr Res 30 2000 1573 1579
    • (2000) Cem Concr Res , vol.30 , pp. 1573-1579
    • Ding, Y.1    Kusterle, W.2
  • 17
    • 2542505836 scopus 로고    scopus 로고
    • Effect of PVA, glass and metallic fibers and of an expansive admixture on the cracking tendency of ultrahigh strength mortar
    • A. Schwartzentruber, M. Philippe, and G. Marchese Effect of PVA, glass and metallic fibers and of an expansive admixture on the cracking tendency of ultrahigh strength mortar Cem Concr Compos 26 2004 573 580
    • (2004) Cem Concr Compos , vol.26 , pp. 573-580
    • Schwartzentruber, A.1    Philippe, M.2    Marchese, G.3
  • 18
    • 33748511199 scopus 로고    scopus 로고
    • Bond behavior between recycled aggregate concrete and steel rebars
    • J. Xial, and H. Falkner Bond behavior between recycled aggregate concrete and steel rebars Construct Build Mater 21 2007 395 401
    • (2007) Construct Build Mater , vol.21 , pp. 395-401
    • Xial, J.1    Falkner, H.2
  • 19
    • 0024736269 scopus 로고
    • Bond behavior of normal and high-strength fiber reinforced concrete
    • A.S. Ezeldin, and P.N. Balaguru Bond behavior of normal and high-strength fiber reinforced concrete ACI Mater J 86 5 1989 515 524
    • (1989) ACI Mater J , vol.86 , Issue.5 , pp. 515-524
    • Ezeldin, A.S.1    Balaguru, P.N.2
  • 22
    • 0029218299 scopus 로고
    • Synthetic fibre-reinforced concrete
    • Z. Zheng, and D. Feldman Synthetic fibre-reinforced concrete Prog Polym Sci 20 1995 185 210
    • (1995) Prog Polym Sci , vol.20 , pp. 185-210
    • Zheng, Z.1    Feldman, D.2
  • 23
    • 84869502455 scopus 로고    scopus 로고
    • Test method for obtaining average residual-strength of fiber-reinforced concrete
    • ASTM C 1399
    • ASTM C 1399. Test method for obtaining average residual-strength of fiber-reinforced concrete. Annual Book of ASTM Standards; 2000.
    • (2000) Annual Book of ASTM Standards
  • 24
    • 0006936144 scopus 로고    scopus 로고
    • Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete (using beam with third-point loading)
    • ASTM C 1018
    • ASTM C 1018. Standard test method for flexural toughness and first-crack strength of fiber-reinforced concrete (using beam with third-point loading). Annual Book of ASTM Standards; 1997.
    • (1997) Annual Book of ASTM Standards


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.