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Volumn 56, Issue 8, 2004, Pages 475-486

Prestress model for shear deformation debonding of FRP- And steel-plated RC beams

Author keywords

[No Author keywords available]

Indexed keywords

ADHESIVES; CRACKS; DEBONDING; PRESTRESSED BEAMS AND GIRDERS; PRESTRESSING; REINFORCED CONCRETE; RETROFITTING; SHEAR DEFORMATION; STEEL BEAMS AND GIRDERS; SURFACES;

EID: 7044232139     PISSN: 00249831     EISSN: None     Source Type: Journal    
DOI: 10.1680/macr.2004.56.8.475     Document Type: Article
Times cited : (19)

References (20)
  • 1
    • 0042631147 scopus 로고    scopus 로고
    • A structural engineering approach to adhesive bonding longitudinal plates to RC beams and slabs
    • OEHLERS D. J., PARK S. M. and MOHAMED An M.S. A structural engineering approach to adhesive bonding longitudinal plates to RC beams and slabs. Composites Part A, 2003, 34, 887-897.
    • (2003) Composites Part A , vol.34 , pp. 887-897
    • Oehlers, D.J.1    Park, S.M.2    Mohamed An, M.S.3
  • 10
    • 0031101262 scopus 로고    scopus 로고
    • Diagonal cracking and shear strength of reinforced concrete beams
    • ZHANG J. P. Diagonal cracking and shear strength of reinforced concrete beams. Magazine of Concrete Research, 1997, 49, No. 178, 55-65.
    • (1997) Magazine of Concrete Research , vol.49 , Issue.178 , pp. 55-65
    • Zhang, J.P.1
  • 12
    • 0035399279 scopus 로고    scopus 로고
    • Anchorage strength models for FRP and steel plates bonded to concrete
    • CHEN J. F. and TENG J. G. Anchorage strength models for FRP and steel plates bonded to concrete. Journal of Structural Engineering, ASCE, 2001, 127, No. 7, 784-791.
    • (2001) Journal of Structural Engineering, ASCE , vol.127 , Issue.7 , pp. 784-791
    • Chen, J.F.1    Teng, J.G.2
  • 15
    • 0039176293 scopus 로고    scopus 로고
    • Retrofitting by adhesively bonding steel plates to the sides of RC beams. Part 2: Debonding of plates due to shear and design rules
    • OEHLERS D. J., NGUYEN N. T. and BRADFORD M. A. Retrofitting by adhesively bonding steel plates to the sides of RC beams. Part 2: Debonding of plates due to shear and design rules. Journal of Structural Engineering and Mechanics, 2000, 9, No. 5, 505-518.
    • (2000) Journal of Structural Engineering and Mechanics , vol.9 , Issue.5 , pp. 505-518
    • Oehlers, D.J.1    Nguyen, N.T.2    Bradford, M.A.3
  • 16
    • 0036868870 scopus 로고    scopus 로고
    • Interaction between flexure and shear on the debonding of RC beams retrofitted with compression face plates
    • MOHAMED ALI M. S., OEHLERS D. J. and BRADFORD M. A. Interaction between flexure and shear on the debonding of RC beams retrofitted with compression face plates. Advances in Structural Engineering, 2002, 5, No. 4, 223-230.
    • (2002) Advances in Structural Engineering , vol.5 , Issue.4 , pp. 223-230
    • Mohamed Ali, M.S.1    Oehlers, D.J.2    Bradford, M.A.3
  • 19
    • 0141628845 scopus 로고    scopus 로고
    • Shear-bending interaction in debonding failures of FRP-plated RC beams
    • SMITH S. T. and TENG J. G. Shear-bending interaction in debonding failures of FRP-plated RC beams. Advances in Structural Engineering, 2003, 6, No. 3, 183-200.
    • (2003) Advances in Structural Engineering , vol.6 , Issue.3 , pp. 183-200
    • Smith, S.T.1    Teng, J.G.2
  • 20
    • 0025406265 scopus 로고
    • Premature failure of externally plated reinforced concrete beams
    • OEHLERS D. J. and MORAN J. P. Premature failure of externally plated reinforced concrete beams. Journal of Structural Engineering, ASCE, 1990, 116, No. 4, 978-995.
    • (1990) Journal of Structural Engineering, ASCE , vol.116 , Issue.4 , pp. 978-995
    • Oehlers, D.J.1    Moran, J.P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.