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Volumn , Issue , 2009, Pages 239-249

Calculation of deflection of FRP-strengthened RC slabs using a tri-linear moment-curvature relationship

Author keywords

[No Author keywords available]

Indexed keywords

ANALYTICAL PREDICTIONS; CLOSED-FORM ANALYTICAL SOLUTIONS; COMPOSITE PLATES; EXPERIMENTAL STUDIES; EXTERNALLY BONDED; FIBRE REINFORCED POLYMERS; FOUR-POINT BENDING; LOAD-DEFLECTION RESPONSE; MOMENT-CURVATURE; MOMENT-CURVATURE RELATIONSHIP; POINT LOAD; RC BEAMS; RC SLAB; ULTIMATE LOADS;

EID: 84869390985     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (1)

References (16)
  • 1
    • 13944272961 scopus 로고    scopus 로고
    • Simplified nonlinear analysis of strengthened concrete beams based on a rigorous approach
    • ASCE
    • Rasheed, H.A., Charkas, H. and Melham, H., Simplified nonlinear analysis of strengthened concrete beams based on a rigorous approach, Journal of Structural Engineering, ASCE, 130(7), 1087-1096 (2004).
    • (2004) Journal of Structural Engineering , vol.130 , Issue.7 , pp. 1087-1096
    • Rasheed, H.A.1    Charkas, H.2    Melham, H.3
  • 4
    • 78650455224 scopus 로고    scopus 로고
    • Flexural strengthening of reinforced concrete (RC) beams with fiber reinforced polymer (FRP) composites
    • Chapter 4, Hollaway, L.C. and Teng, J.G. (Eds), Woodhead Publishing Limited, Cambridge, UK
    • Teng, J.G., Smith, S.T. and Chen, J.F., Flexural strengthening of reinforced concrete (RC) beams with fiber reinforced polymer (FRP) composites, Chapter 4, Strengthening and Rehabilitation of Civil Infrastructures using Fibre- Reinforced Polymer (FRP) Composites, Hollaway, L.C. and Teng, J.G. (Eds), Woodhead Publishing Limited, Cambridge, UK, 112-140 (2008).
    • (2008) Strengthening and Rehabilitation of Civil Infrastructures Using Fibre- Reinforced Polymer (FRP) Composites , pp. 112-140
    • Teng, J.G.1    Smith, S.T.2    Chen, J.F.3
  • 6
    • 33947330302 scopus 로고    scopus 로고
    • Modelling debonding failure in FRP flexurally strengthened members using a local deformation model
    • ASCE
    • Smith, S.T. and Gravina, R.J., Modelling debonding failure in FRP flexurally strengthened members using a local deformation model, Journal of Composites for Construction, ASCE, 11(2), 184-191 (2007).
    • (2007) Journal of Composites for Construction , vol.11 , Issue.2 , pp. 184-191
    • Smith, S.T.1    Gravina, R.J.2
  • 7
    • 18144382552 scopus 로고    scopus 로고
    • Bond-slip models for FRP sheets/plates bonded to concrete
    • Lu, X.Z., Teng, J.G., Ye, L.P. and Jiang, J.J., Bond-slip models for FRP sheets/plates bonded to concrete, Engineering Structures, 27(6), 920-937 (2005).
    • (2005) Engineering Structures , vol.27 , Issue.6 , pp. 920-937
    • Lu, X.Z.1    Teng, J.G.2    Ye, L.P.3    Jiang, J.J.4
  • 8
    • 33947313339 scopus 로고    scopus 로고
    • Study of intermediate crack debonding in adhesively plated beams
    • ASCE
    • Liu, I.S.T., Oehlers, D.J. and Seracino, R., Study of intermediate crack debonding in adhesively plated beams, Journal of Composites for Construction, ASCE, 11(2), 175-183 (2007).
    • (2007) Journal of Composites for Construction , vol.11 , Issue.2 , pp. 175-183
    • Liu, I.S.T.1    Oehlers, D.J.2    Seracino, R.3
  • 9
    • 0042562003 scopus 로고    scopus 로고
    • Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams
    • Charkas, H., Rasheed, H.A. and Melhem, H., Rigorous procedure for calculating deflections of fiber-reinforced polymer-strengthened reinforced concrete beams, ACI Structural Journal, 100(4), 529-539 (2003).
    • (2003) ACI Structural Journal , vol.100 , Issue.4 , pp. 529-539
    • Charkas, H.1    Rasheed, H.A.2    Melhem, H.3
  • 10
    • 78650435586 scopus 로고    scopus 로고
    • Rational procedure for calculating deflections of RC beams strengthened with FRP
    • SP210, Ed. N.J. Gardner, American Concrete Institute, USA
    • Rasheed, H.A., Charkas, H. and Melham, H.G., Rational procedure for calculating deflections of RC beams strengthened with FRP, Deflection Control for the Future, SP210, Ed. N.J. Gardner, American Concrete Institute, USA (2003).
    • (2003) Deflection Control for the Future
    • Rasheed, H.A.1    Charkas, H.2    Melham, H.G.3
  • 11
    • 28544451481 scopus 로고    scopus 로고
    • Effect of material configuration on strengthening of concrete slabs by CFRP composites
    • Niu, H.D., Vasquez, A. and Karbhari, V., Effect of material configuration on strengthening of concrete slabs by CFRP composites, Composites: Part B, 37, 213-226 (2006).
    • (2006) Composites: Part B , vol.37 , pp. 213-226
    • Niu, H.D.1    Vasquez, A.2    Karbhari, V.3
  • 13
    • 0003758876 scopus 로고    scopus 로고
    • AS 3600, Standards Australia. Sydney, Australia
    • AS 3600 Concrete Structures, Standards Australia. Sydney, Australia (2001).
    • (2001) Concrete Structures
  • 15
    • 25144432349 scopus 로고    scopus 로고
    • Experimental study on intermediate crack debonding in FRP-strengthened RC flexural members
    • Yao, J., Teng, J.G. and Lam, L., Experimental study on intermediate crack debonding in FRP-strengthened RC flexural members, Advances in Structural Engineering, 8(4), 365-396 (2005).
    • (2005) Advances in Structural Engineering , vol.8 , Issue.4 , pp. 365-396
    • Yao, J.1    Teng, J.G.2    Lam, L.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.