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Volumn SP-230, Issue , 2005, Pages 499-513

Finite element modelling of RC beams retrofitted with CFRP fabrics

Author keywords

CFRP; Concrete; Debonding; Modelling

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; CONCRETE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FINITE ELEMENT METHOD; GRAPHITE FIBERS; POLYMERS; STRAIN;

EID: 84903939488     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (25)

References (21)
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  • 2
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  • 5
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  • 8
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    • Malek, A. M., Saadatmanesh, H. and Ehsani, M. R. (1998), “Prediction of failure load of R/C beams strengthened with FRP plate due to stress concentration at the plate end”, ACI Structural Journal, Vol. 95, No. 2, pp. 142-152.
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    • Malek, A. M.1    Saadatmanesh, H.2    Ehsani, M. R.3
  • 9
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    • Assessment of Available Prediction Models for the Strength of FRP Retrofitted RC Beams
    • Pham, H. B. and Al-Mahaidi, R. (2004a), “Assessment of Available Prediction Models for the Strength of FRP Retrofitted RC Beams”, Composite Structures, Vol. 66, No. 1-4, pp. 601-610.
    • (2004) Composite Structures , vol.66 , Issue.1-4 , pp. 601-610
    • Pham, H. B.1    Al-Mahaidi, R.2
  • 10
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    • Adelaide, Australia, A. A. Balkema
    • Pham, H. B. and Al-Mahaidi, R. (2004b), Bonding Characteristics between Fibre Fabrics Bonded to Concrete Members Using Wet Lay-up Method. The Second International Conference on FRP Composites in Civil Engineering, Adelaide, Australia, A. A. Balkema, pp. 407-412.
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    • Pham, H. B.1    Al-Mahaidi, R.2
  • 11
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  • 13
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  • 14
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  • 15
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  • 16
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  • 19
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.