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Volumn 22, Issue 1, 2000, Pages 85-101

Theoretical and experimental study on externally plated R.C. beams

Author keywords

Bridges; Buildings; Failure; Reinforced concrete; Steel plates; Upgrading

Indexed keywords

BRITTLENESS; BUILDING CODES; BUILDINGS; CONCRETE BRIDGES; FAILURE ANALYSIS; MATHEMATICAL MODELS; PARAMETER ESTIMATION; PLATES (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; SAFETY FACTOR; STRENGTH OF MATERIALS; STRUCTURAL LOADS;

EID: 0033883101     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(98)00056-X     Document Type: Article
Times cited : (61)

References (17)
  • 1
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    • (1985) Structural Use of Concrete , pp. 8110
  • 3
    • 0020175694 scopus 로고
    • Flexural tests of steel-concrete open sandwiches
    • Ong K.C.G., Cusens A.R. Flexural tests of steel-concrete open sandwiches. Magazine of Concrete Research. 34(120):1982;130-138.
    • (1982) Magazine of Concrete Research , vol.34 , Issue.120 , pp. 130-138
    • Ong, K.C.G.1    Cusens, A.R.2
  • 4
    • 0024034345 scopus 로고
    • Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates
    • Jones R., Swamy R.N., Charif A. Plate separation and anchorage of reinforced concrete beams strengthened by epoxy-bonded steel plates. The Structural Engineer. 66(5):1988;85-94.
    • (1988) The Structural Engineer , vol.66 , Issue.5 , pp. 85-94
    • Jones, R.1    Swamy, R.N.2    Charif, A.3
  • 6
    • 2242482098 scopus 로고
    • Structural behaviour of reinforced concrete beams strengthened by epoxy bonded steel plates
    • Swamy R.N., Jones R., Bloxham J.W. Structural behaviour of reinforced concrete beams strengthened by epoxy bonded steel plates. The Structural Engineer. 65(2):1987;59-68.
    • (1987) The Structural Engineer , vol.65 , Issue.2 , pp. 59-68
    • Swamy, R.N.1    Jones, R.2    Bloxham, J.W.3
  • 7
    • 0039797876 scopus 로고
    • The flexural performance of 3.5 mm concrete beams with various bonded external reinforcement
    • Crowthorn: Transport Road Research Laboratories (TRRL), Department of the Environment
    • Macdonald MD. The flexural performance of 3.5 mm concrete beams with various bonded external reinforcement. Suppl. report no. 728, Crowthorn: Transport Road Research Laboratories (TRRL), Department of the Environment, 1982.
    • (1982) Suppl. Report No. , vol.728
    • MacDonald, M.D.1
  • 8
    • 0026910946 scopus 로고
    • Reinforced concrete beams with plates glued to their soffits
    • Oehlers D.J. Reinforced concrete beams with plates glued to their soffits. Journal of Structural Engineering ASCE. 118(8):1992;2033-2038.
    • (1992) Journal of Structural Engineering ASCE , vol.118 , Issue.8 , pp. 2033-2038
    • Oehlers, D.J.1
  • 9
    • 0025406265 scopus 로고
    • Premature failure of externally plated reinforced concrete beams
    • Oehlers D.J., Moran J.P. Premature failure of externally plated reinforced concrete beams. Journal of Structural Engineering ASCE. 116(4):1990;978-995.
    • (1990) Journal of Structural Engineering ASCE , vol.116 , Issue.4 , pp. 978-995
    • Oehlers, D.J.1    Moran, J.P.2
  • 12
    • 0002848060 scopus 로고
    • Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates
    • Roberts TM, Haji-Kazemi H. Theoretical study of the behaviour of reinforced concrete beams strengthened by externally bonded steel plates. Proceedings of the Institution of Civil Engineers, Part 2 1989;87:39-55.
    • (1989) Proceedings of the Institution of Civil Engineers, Part 2 , vol.87 , pp. 39-55
    • Roberts, T.M.1    Haji-Kazemi, H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.