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Volumn 54, Issue 1, 2013, Pages 125-132

High temperature effects on concrete members reinforced with GFRP rebars

Author keywords

A. Glass fibres; B. High temperature properties; D. Mechanical testing

Indexed keywords

ELEVATED TEMPERATURE; EXPERIMENTAL INVESTIGATIONS; FATIGUE BEHAVIOUR; LOCALIZED HEATING; MAXIMUM TEMPERATURE; MECHANICAL RESPONSE; PARTIAL EVAPORATION; THREE-POINTS BENDING;

EID: 84879124826     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2013.05.013     Document Type: Article
Times cited : (47)

References (27)
  • 1
    • 78049302785 scopus 로고    scopus 로고
    • State-of-the-art of FRP and SHM applications in bridge structures in Canada
    • A.A. Mufti, and K.W. Neale State-of-the-art of FRP and SHM applications in bridge structures in Canada Compos Res J 2 2 2008 60 69
    • (2008) Compos Res J , vol.2 , Issue.2 , pp. 60-69
    • Mufti, A.A.1    Neale, K.W.2
  • 2
    • 40849134075 scopus 로고    scopus 로고
    • Application of polymer composites in civil construction: A general rev1iew
    • S.S. Pendhari, T. Kant, and Y.M. Desai Application of polymer composites in civil construction: a general rev1iew Compos Struct 84 2008 114 124
    • (2008) Compos Struct , vol.84 , pp. 114-124
    • Pendhari, S.S.1    Kant, T.2    Desai, Y.M.3
  • 4
    • 0002625917 scopus 로고
    • The thermal response of concrete bridges
    • R.J. Cope, Elsevier Applied Science London (UK)
    • M.J.N. Priestley The thermal response of concrete bridges R.J. Cope, Concrete bridges engineering: performance and advances 1987 Elsevier Applied Science London (UK) 143 188
    • (1987) Concrete Bridges Engineering: Performance and Advances , pp. 143-188
    • Priestley, M.J.N.1
  • 5
    • 17444382695 scopus 로고    scopus 로고
    • Temperature and environmental effects on glass fibre rebar: Modulus, strength and interfacial bond strength with concrete
    • A. Abbasi, and P.J. Hogg Temperature and environmental effects on glass fibre rebar: modulus, strength and interfacial bond strength with concrete Compos Part B Eng 36 2005 394 404
    • (2005) Compos Part B Eng , vol.36 , pp. 394-404
    • Abbasi, A.1    Hogg, P.J.2
  • 6
    • 84873650567 scopus 로고    scopus 로고
    • Performance under fire situations of concrete members reinforced with FRP rods: Bond models and design nomograms
    • E. Nigro, A. Bilotta, G. Cefarelli, G. Manfredi, and E. Cosenza Performance under fire situations of concrete members reinforced with FRP rods: bond models and design nomograms J Compos Constr - ASCE 16 2012 395 406
    • (2012) J Compos Constr - ASCE , vol.16 , pp. 395-406
    • Nigro, E.1    Bilotta, A.2    Cefarelli, G.3    Manfredi, G.4    Cosenza, E.5
  • 7
    • 78549293223 scopus 로고    scopus 로고
    • Fatigue behaviour of concrete bridge deck slabs reinforced with GFRP bars
    • V. Carvelli, M.A. Pisani, and C. Poggi Fatigue behaviour of concrete bridge deck slabs reinforced with GFRP bars Compos Part B Eng 41 7 2010 560 567
    • (2010) Compos Part B Eng , vol.41 , Issue.7 , pp. 560-567
    • Carvelli, V.1    Pisani, M.A.2    Poggi, C.3
  • 8
    • 43949092987 scopus 로고    scopus 로고
    • CEN EN 1991-2:2005 European Committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels. Belgium
    • CEN EN 1991-2:2005. Eurocode 1 - actions on structures - Part 2: Traffic loads on bridges. European Committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels. Belgium; 2005.
    • (2005) Eurocode 1 - Actions on Structures - Part 2: Traffic Loads on Bridges
  • 10
    • 0347319313 scopus 로고    scopus 로고
    • CEN EN 1992-1-1:2005 european committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels. Belgium
    • CEN EN 1992-1-1:2005. Eurocode 2 - design of concrete structures - part 1-1: general rules and rules for buildings. european committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels. Belgium; 2005.
    • (2005) Eurocode 2 - Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings
  • 15
    • 2142787758 scopus 로고    scopus 로고
    • Deflection of continuous fiber reinforced concrete beams subjected to loaded heating
    • Japan Concrete Institute
    • Sakashita M. Deflection of continuous fiber reinforced concrete beams subjected to loaded heating. In: Proceedings of non-metallic (FRP) reinforcement for concrete structures, vol. 58. Japan Concrete Institute; 1997. p. 51-8.
    • (1997) Proceedings of Non-metallic (FRP) Reinforcement for Concrete Structures , vol.58 , pp. 51-58
    • Sakashita, M.1
  • 16
    • 24344481054 scopus 로고    scopus 로고
    • Design of FRP reinforced concrete beams under fire conditions
    • Alabama (USA): Elsevier
    • Saafi M. Design of FRP reinforced concrete beams under fire conditions. FRP composites in civil engineering, vol. II. Alabama (USA): Elsevier; 2001. p. 1235-44.
    • (2001) FRP Composites in Civil Engineering , vol.2 , pp. 1235-1244
    • Saafi, M.1
  • 17
    • 79960024692 scopus 로고    scopus 로고
    • Characteristics and performances evaluation methods of continuous fiber bars - State-of-the-art studies on fire properties and durability of continuous fiber reinforced concrete in Japan
    • Baltimore (USA)
    • Tanano H, Masuda Y, Tomosawa F. Characteristics and performances evaluation methods of continuous fiber bars - state-of-the-art studies on fire properties and durability of continuous fiber reinforced concrete in Japan. In: Proceedings of IV International symposium on fiber reinforced concrete structures, Baltimore (USA); 1999.
    • (1999) Proceedings of IV International Symposium on Fiber Reinforced Concrete Structures
    • Tanano, H.1    Masuda, Y.2    Tomosawa, F.3
  • 18
    • 85037530714 scopus 로고    scopus 로고
    • Fire-resistance tests on composite rebars
    • Zurich (Switzerland)
    • Weber A. Fire-resistance tests on composite rebars. In: Proceedings of CICE-2008, Zurich (Switzerland); 2008.
    • (2008) Proceedings of CICE-2008
    • Weber, A.1
  • 19
    • 28444463689 scopus 로고    scopus 로고
    • Thermal behaviour of fire-exposed concrete slabs reinforced with fibre reinforced polymer bars
    • V.K.R. Kodur, L.A. Bisby, and S. Foo Thermal behaviour of fire-exposed concrete slabs reinforced with fibre reinforced polymer bars ACI Struct J 102 6 2005 799 808
    • (2005) ACI Struct J , vol.102 , Issue.6 , pp. 799-808
    • Kodur, V.K.R.1    Bisby, L.A.2    Foo, S.3
  • 20
    • 33646158678 scopus 로고    scopus 로고
    • Fire testing of concrete beams with fibre reinforced plastic rebar
    • A. Abbasi, and P.J. Hogg Fire testing of concrete beams with fibre reinforced plastic rebar Composites Part A 37 2006 1142 1150
    • (2006) Composites Part A , vol.37 , pp. 1142-1150
    • Abbasi, A.1    Hogg, P.J.2
  • 21
    • 79959950134 scopus 로고    scopus 로고
    • Fire resistance of concrete slabs reinforced with FRP bars. Part I: Experimental investigations on the mechanical behavior
    • E. Nigro, G. Cefarelli, A. Bilotta, G. Manfredi, and E. Cosenza Fire resistance of concrete slabs reinforced with FRP bars. Part I: Experimental investigations on the mechanical behavior Compos Part B Eng 42 2011 1739 1750
    • (2011) Compos Part B Eng , vol.42 , pp. 1739-1750
    • Nigro, E.1    Cefarelli, G.2    Bilotta, A.3    Manfredi, G.4    Cosenza, E.5
  • 22
    • 79959947816 scopus 로고    scopus 로고
    • Fire resistance of concrete slabs reinforced with FRP bars. Part II: Experimental results and numerical simulations on the thermal field
    • E. Nigro, G. Cefarelli, A. Bilotta, G. Manfredi, and E. Cosenza Fire resistance of concrete slabs reinforced with FRP bars. Part II: Experimental results and numerical simulations on the thermal field Compos Part B Eng 42 2011 1751 1763
    • (2011) Compos Part B Eng , vol.42 , pp. 1751-1763
    • Nigro, E.1    Cefarelli, G.2    Bilotta, A.3    Manfredi, G.4    Cosenza, E.5
  • 23
    • 30644468053 scopus 로고    scopus 로고
    • CEN EN 10080:2005 European committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels, Belgium
    • CEN EN 10080:2005. Steel for the reinforcement of concrete - weldable reinforcing steel - general. European committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels, Belgium; 2005.
    • (2005) Steel for the Reinforcement of Concrete - Weldable Reinforcing Steel General
  • 24
    • 70349318462 scopus 로고    scopus 로고
    • Anchor system for tension testing of large diameter GFRP bars
    • V. Carvelli, G. Fava, and M.A. Pisani Anchor system for tension testing of large diameter GFRP bars ASCE J Compos Constr 13 5 2009 344 349
    • (2009) ASCE J Compos Constr , vol.13 , Issue.5 , pp. 344-349
    • Carvelli, V.1    Fava, G.2    Pisani, M.A.3
  • 25
    • 84862594834 scopus 로고    scopus 로고
    • CEN EN 12390-6:2000 European committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels, Belgium
    • CEN EN 12390-6:2000. Tensile splitting strength of test specimens. European committee for standardization, management centre: rue de stassart, 36 B-1050 Brussels, Belgium; 2000.
    • (2000) Tensile Splitting Strength of Test Specimens
  • 26
    • 78650456030 scopus 로고    scopus 로고
    • Assessment of thermal damage in hybrid fiber-reinforced concrete
    • S. Cattaneo, and L. Biolzi Assessment of thermal damage in hybrid fiber-reinforced concrete ASCE J Mater Civil Eng 22 9 2010 836 845
    • (2010) ASCE J Mater Civil Eng , vol.22 , Issue.9 , pp. 836-845
    • Cattaneo, S.1    Biolzi, L.2
  • 27
    • 77953993683 scopus 로고    scopus 로고
    • Size effect in thermally damaged concrete
    • G. Di Luzio, G. Muciaccia, and L. Biolzi Size effect in thermally damaged concrete Int J Damage Mech 19 5 2010 631 656
    • (2010) Int J Damage Mech , vol.19 , Issue.5 , pp. 631-656
    • Di Luzio, G.1    Muciaccia, G.2    Biolzi, L.3


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