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Volumn 27, Issue 5, 2000, Pages 890-898

Long-term deflection prediction of concrete members reinforced with glass fibre reinforced polymer bars

Author keywords

Deflections; Elastic modulus; Flexure; Glass fibre reinforced polymer (GFRP); Long term; Reinforced concrete; Steel

Indexed keywords

CONCRETE REINFORCEMENTS; CREEP; DEFLECTION (STRUCTURES); ELASTIC MODULI; GLASS FIBER REINFORCED PLASTICS; SHRINKAGE; STEEL; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0034291247     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l00-009     Document Type: Article
Times cited : (49)

References (15)
  • 1
    • 1642510161 scopus 로고
    • Manual of concrete practice, Part 1, 1992. Prediction of creep, shrinkage and temperature effects in concrete structures
    • American Concrete Institute, Detroit, Mich.
    • ACI. 1992. Manual of concrete practice, Part 1, 1992. Prediction of creep, shrinkage and temperature effects in concrete structures. Standard ACI 209R-92, American Concrete Institute, Detroit, Mich.
    • (1992) Standard ACI 209R-92
  • 2
    • 0347052206 scopus 로고
    • Building code requirements for structural concrete and commentary
    • American Concrete Institute, Farmington Hills, Mich.
    • ACI. 1995. Building code requirements for structural concrete and commentary. Standards ACI 318-95 and ACI 318R-95, American Concrete Institute, Farmington Hills, Mich.
    • (1995) Standards ACI 318-95 and ACI 318R-95
  • 4
    • 0029772233 scopus 로고    scopus 로고
    • Flexural response of concrete beams reinforced with FRP reinforcing bars
    • Benmokrane, B., Chaallal, O., and Masmoudi, R. 1996. Flexural response of concrete beams reinforced with FRP reinforcing bars. ACI Structural Journal, 93(1): 46-55.
    • (1996) ACI Structural Journal , vol.93 , Issue.1 , pp. 46-55
    • Benmokrane, B.1    Chaallal, O.2    Masmoudi, R.3
  • 7
    • 0003429127 scopus 로고
    • Comité Euro-International du Béton - Fédération Internationale de la Précontrainte, Thomas Telford House, London, England
    • CEB-FIP. 1990. Model code for concrete structures. Comité Euro-International du Béton - Fédération Internationale de la Précontrainte, Thomas Telford House, London, England.
    • (1990) Model Code for Concrete Structures
  • 8
    • 0345790791 scopus 로고
    • Design of concrete structures with explanatory notes
    • Canadian Standards Association, Toronto, Ont.
    • CSA. 1994. Design of concrete structures with explanatory notes. Standard A23.3-94, Canadian Standards Association, Toronto, Ont.
    • (1994) Standard A23.3-94
  • 9
    • 1642469364 scopus 로고
    • Eurocode 2: Design of concrete structures. Part I: general rules and rules for buildings
    • European Committee for Standardisation, rue de Stassart 36, B-1050 Brussels, Belgium
    • European Committee for Standardisation. 1991. Eurocode 2: design of concrete structures. Part I: general rules and rules for buildings. European Prestandard, ENV 1992-1: 1991E, European Committee for Standardisation, rue de Stassart 36, B-1050 Brussels, Belgium.
    • (1991) European Prestandard, ENV 1992-1: 1991E
  • 11
    • 0346421808 scopus 로고    scopus 로고
    • A calculating method of flexural properties of FRP reinforced concrete beams, part 1
    • Université de Sherbrooke, Sherbrooke, Que.
    • Gao, S., Benmokrane, B., and Masmoudi, R. 1998. A calculating method of flexural properties of FRP reinforced concrete beams, part 1. Technical Report, Université de Sherbrooke, Sherbrooke, Que.
    • (1998) Technical Report
    • Gao, S.1    Benmokrane, B.2    Masmoudi, R.3
  • 12
    • 0027627234 scopus 로고
    • Deflection of reinforced concrete members: A critical review
    • Ghali, A. 1993. Deflection of reinforced concrete members: a critical review. American Concrete Institute Structural Journal, 90(4): 364-373.
    • (1993) American Concrete Institute Structural Journal , vol.90 , Issue.4 , pp. 364-373
    • Ghali, A.1
  • 15
    • 0346421807 scopus 로고    scopus 로고
    • Effects of FRP reinforcement ratio and concrete compressive strength on the flexural behaviour of concrete beams reinforced with FRP C-Bar rods
    • Université de Sherbrooke, Sherbrooke, Que.
    • Thériault, M., and Benmokrane, B. 1997. Effects of FRP reinforcement ratio and concrete compressive strength on the flexural behaviour of concrete beams reinforced with FRP C-Bar rods. Technical Report No. 3, Université de Sherbrooke, Sherbrooke, Que.
    • (1997) Technical Report No. 3 , vol.3
    • Thériault, M.1    Benmokrane, B.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.