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Volumn 133, Issue 5, 2007, Pages 683-694

Interface failure mechanics of elastically (advanced composite) reinforced steel members

Author keywords

Bonding strength; Fiber composites; Finite elements; Nonlinear analysis; Steel beams

Indexed keywords

COMPUTER SIMULATION; ELASTICITY; FINITE ELEMENT METHOD; NONLINEAR ANALYSIS; REINFORCEMENT; STRESS ANALYSIS;

EID: 34247261065     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:5(683)     Document Type: Article
Times cited : (11)

References (5)
  • 1
    • 0032027140 scopus 로고    scopus 로고
    • Prediction of failure loads of R/C beams strengthened with FRP plate due to stress concentration at plate end
    • Malek, A. M., Saadatmanesh, H., and Ehsani, M. R. (1998). "Prediction of failure loads of R/C beams strengthened with FRP plate due to stress concentration at plate end." ACI Struct. J., 95(1), 142-152.
    • (1998) ACI Struct. J , vol.95 , Issue.1 , pp. 142-152
    • Malek, A.M.1    Saadatmanesh, H.2    Ehsani, M.R.3
  • 2
    • 0004379360 scopus 로고    scopus 로고
    • Rehabilitation of steel bridge girders through the application of advanced composite materials
    • Transportation Research Board, Washington, D.C
    • Mertz, D. R., and Gillespie, J. W. (1996). "Rehabilitation of steel bridge girders through the application of advanced composite materials." Final Rep., NCHRP-93-ID011. Transportation Research Board, Washington, D.C.
    • (1996) Final Rep., NCHRP-93-ID011
    • Mertz, D.R.1    Gillespie, J.W.2
  • 3
    • 0002848060 scopus 로고
    • Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates
    • Roberts, T. M. (1989). "Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates." Proc. Inst. Civ. Eng., Part 2. Res. Theory, 87, 39-55.
    • (1989) Proc. Inst. Civ. Eng., Part 2. Res. Theory , vol.87 , pp. 39-55
    • Roberts, T.M.1
  • 4
    • 0035398638 scopus 로고    scopus 로고
    • Significance of midspan debonding failure in FRP-plated concrete beams
    • Sebastian, W. M. (2001). "Significance of midspan debonding failure in FRP-plated concrete beams." J. Struct. Eng., 127(7), 792-798.
    • (2001) J. Struct. Eng , vol.127 , Issue.7 , pp. 792-798
    • Sebastian, W.M.1
  • 5
    • 34247249344 scopus 로고    scopus 로고
    • Sen, R., Liby, L., Spillet, K., and Mullins, G. (1995). Strengthening steel composite bridge members using CFRP laminates. Proc. FRPRCS 2, L. Taerwe, ed., RILEM, Cachan Cedex, France, 551-558.
    • Sen, R., Liby, L., Spillet, K., and Mullins, G. (1995). "Strengthening steel composite bridge members using CFRP laminates." Proc. FRPRCS 2, L. Taerwe, ed., RILEM, Cachan Cedex, France, 551-558.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.