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Volumn 20, Issue 1-2, 2006, Pages 59-70

Moment redistribution parametric study of CFRP, GFRP and steel surface plated RC beams and slabs

Author keywords

Ductility; Externally bonded plates; Moment redistribution; Reinforced concrete beams; Retrofitting

Indexed keywords

ADHESIVE JOINTS; CONCRETE BEAMS AND GIRDERS; DUCTILITY; GLASS FIBER REINFORCED PLASTICS; PLATES (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; RETROFITTING; STEEL;

EID: 25444517055     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2005.06.038     Document Type: Conference Paper
Times cited : (20)

References (11)
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    • H. Niu, and Z. Wu Strengthening effects of RC flexural members with FRP sheets affected by adhesive layers J Appl Mech, JSCE 5 2002 887 897
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    • Niu, H.1    Wu, Z.2
  • 4
    • 0141908527 scopus 로고    scopus 로고
    • Interfacial debonding mechanism influenced by flexural cracks in FRP-strengthened beams
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    • (2001) J Struct Eng , vol.47 , pp. 1277-1288
    • Niu, H.1    Wu, Z.2
  • 5
    • 79960069721 scopus 로고    scopus 로고
    • Prediction of debonding failure load due to flexural cracks of concrete for FRP-strengthened structures
    • H. Niu, and Z. Wu Prediction of debonding failure load due to flexural cracks of concrete for FRP-strengthened structures FRPRCS-5: Bond 2001 361 370
    • (2001) FRPRCS-5: Bond , pp. 361-370
    • Niu, H.1    Wu, Z.2
  • 6
    • 0035398638 scopus 로고    scopus 로고
    • Significance of midspan debonding failure in FRP-plated concrete beams
    • W.M. Sebastian Significance of midspan debonding failure in FRP-plated concrete beams J Struct Eng, ASCE 127 7 2001 792 798
    • (2001) J Struct Eng, ASCE , vol.127 , Issue.7 , pp. 792-798
    • Sebastian, W.M.1
  • 7
    • 0042646084 scopus 로고    scopus 로고
    • Externally bonded FRP reinforcement for RC structures
    • fib Task Group 9.3 International Federation for Structural Concrete, Lausanne
    • fib Task Group 9.3. Externally bonded FRP reinforcement for RC structures, Technical report. International Federation for Structural Concrete, Lausanne, 2001.
    • (2001) Technical Report
  • 8
    • 0003441373 scopus 로고    scopus 로고
    • Design guidance for strengthening concrete structures using fibre composite materials
    • The Concrete Society, UK
    • Concrete Society Committee. Design guidance for strengthening concrete structures using fibre composite materials, Concrete Society Technical Report no. 55. The Concrete Society, UK, 2000.
    • (2000) Concrete Society Technical Report No. 55 , vol.55
  • 9
    • 0032072466 scopus 로고    scopus 로고
    • Optimizing structural response of beams strengthened with GFRP plates
    • P. Mukhopadhyaya, N. Swamy, and C. Lynsdale Optimizing structural response of beams strengthened with GFRP plates J Compos Construct, ASCE 2 2 1998 87 95
    • (1998) J Compos Construct, ASCE , vol.2 , Issue.2 , pp. 87-95
    • Mukhopadhyaya, P.1    Swamy, N.2    Lynsdale, C.3
  • 10
    • 10244252774 scopus 로고    scopus 로고
    • Moment redistribution in continuous plated RC flexural members. Part 1: Neutral axis depth approach and tests
    • D.J. Oehlers, G. Ju, I. Liu, and R. Seracino Moment redistribution in continuous plated RC flexural members. Part 1: neutral axis depth approach and tests Eng Struct 26 2004 2197 2207
    • (2004) Eng Struct , vol.26 , pp. 2197-2207
    • Oehlers, D.J.1    Ju, G.2    Liu, I.3    Seracino, R.4
  • 11
    • 10244264767 scopus 로고    scopus 로고
    • Moment redistribution in continuous plated RC flexural members. Part 2: Flexural rigidity approach
    • D.J. Oehlers, I. Liu, G. Ju, and R. Seracino Moment redistribution in continuous plated RC flexural members. Part 2: flexural rigidity approach Eng Struct 26 2004 2209 2218
    • (2004) Eng Struct , vol.26 , pp. 2209-2218
    • Oehlers, D.J.1    Liu, I.2    Ju, G.3    Seracino, R.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.