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Volumn 6, Issue 4, 2013, Pages 4255-4261

Capacity assessment and design of CFRP-strengthened steel channel columns

Author keywords

Axial compression; CFRP; CFRP strengthening; Cold formed steel

Indexed keywords


EID: 84877686112     PISSN: 09746846     EISSN: 09745645     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (8)

References (14)
  • 1
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    • Non-linear behavior and load-carrying capacity of CFRP-strengthened lipped channel steel columns
    • Silvestre N, Young B et al. (2008). Non-linear behavior and load-carrying capacity of CFRP-strengthened lipped channel steel columns, Engineering Structures, vol 30(10), 2613-2630.
    • (2008) Engineering Structures , vol.30 , Issue.10 , pp. 2613-2630
    • Silvestre, N.1    Young, B.2
  • 2
    • 67651154325 scopus 로고    scopus 로고
    • On the use of the EC3 and AISI specifications to estimate the ultimate load of CFRP-strengthened cold-formed steel lipped channel columns
    • Silvestre N, Camotim D et al. (2009). On the use of the EC3 and AISI specifications to estimate the ultimate load of CFRP-strengthened cold-formed steel lipped channel columns, Thin-Walled Structures, vol 47(10), 1102-1111.
    • (2009) Thin-Walled Structures , vol.47 , Issue.10 , pp. 1102-1111
    • Silvestre, N.1    Camotim, D.2
  • 3
    • 79960921024 scopus 로고    scopus 로고
    • Design rules for web crippling of CFRP strengthened aluminum rectangular hollow sections
    • Wu C, Zhao X et al. (2011). Design rules for web crippling of CFRP strengthened aluminum rectangular hollow sections, Thin-Walled Structures, vol 49(10), 1195-1207.
    • (2011) Thin-Walled Structures , vol.49 , Issue.10 , pp. 1195-1207
    • Wu, C.1    Zhao, X.2
  • 4
    • 77954145471 scopus 로고    scopus 로고
    • Analysis of CFRP externally-reinforced steel CHS tubular beams
    • Haedir J, Zhao X -L et al. (2010). Analysis of CFRP externally-reinforced steel CHS tubular beams, Composite Structures, vol 92(12), 2992-3001.
    • (2010) Composite Structures , vol.92 , Issue.12 , pp. 2992-3001
    • Haedir, J.1    Zhao, X.-L.2
  • 5
    • 78650699079 scopus 로고    scopus 로고
    • Design of short CFRP-reinforced steel tubular columns
    • Haedir J and Zhao X -L (2011). Design of short CFRP-reinforced steel tubular columns, Journal of Constructional Steel Research, vol 67(3), 497-509.
    • (2011) Journal of Constructional Steel Research , vol.67 , Issue.3 , pp. 497-509
    • Haedir, J.1    Zhao, X.-L.2
  • 6
    • 67651152780 scopus 로고    scopus 로고
    • Axial capacity and design of thin-walled steel SHS strengthened with CFRP
    • Bambach M R, Jama H H. et al. (2009). Axial capacity and design of thin-walled steel SHS strengthened with CFRP, Thin-Walled Structures, vol 47(10), 1112-1121.
    • (2009) Thin-Walled Structures , vol.47 , Issue.10 , pp. 1112-1121
    • Bambach, M.R.1    Jama, H.H.2
  • 7
    • 67651149729 scopus 로고    scopus 로고
    • Web buckling of light steel beams strengthened with CFRP subjected to end-bearing forces
    • Zhao X and Al-Mahaidi R (2009). Web buckling of light steel beams strengthened with CFRP subjected to end-bearing forces, Thin-Walled Structures, vol 47, 1029-1036.
    • (2009) Thin-Walled Structures , vol.47 , pp. 1029-1036
    • Zhao, X.1    Al-Mahaidi, R.2
  • 8
    • 77950866712 scopus 로고    scopus 로고
    • Bond-slip models for double strap joints strengthened by CFRP
    • Fawzia S, Zhao X et al. (2010). Bond-slip models for double strap joints strengthened by CFRP, Composite Structures, vol 92(9), 2137-2145.
    • (2010) Composite Structures , vol.92 , Issue.9 , pp. 2137-2145
    • Fawzia, S.1    Zhao, X.2
  • 9
    • 67749135442 scopus 로고    scopus 로고
    • Behavior of steel monopoles strengthened with high-modulus CFRP materials
    • Lanier B, Schnerch D et al. (2009). Behavior of steel monopoles strengthened with high-modulus CFRP materials, Thin-Walled Structures, vol 47(10), 1037-1047.
    • (2009) Thin-Walled Structures , vol.47 , Issue.10 , pp. 1037-1047
    • Lanier, B.1    Schnerch, D.2
  • 10
    • 77955277984 scopus 로고    scopus 로고
    • Analysis of adhesive joints used to bond FRP laminates to steel members a numerical and experimental study
    • Haghani R (2010). Analysis of adhesive joints used to bond FRP laminates to steel members a numerical and experimental study, Construction and Building Materials, vol 24(11), 2243-2251.
    • (2010) Construction and Building Materials , vol.24 , Issue.11 , pp. 2243-2251
    • Haghani, R.1
  • 11
    • 84863099875 scopus 로고    scopus 로고
    • Experimental investigation of bond characteristics between CFRP fabrics and steel plate joints under impact tensile loads
    • Al-Zubaidy H, Al-Mahaidi R et al. (2012). Experimental investigation of bond characteristics between CFRP fabrics and steel plate joints under impact tensile loads, Composite Structures, vol 94(2), 510-518.
    • (2012) Composite Structures , vol.94 , Issue.2 , pp. 510-518
    • Al-Zubaidy, H.1    Al-Mahaidi, R.2
  • 12
    • 84655163869 scopus 로고    scopus 로고
    • Bond characteristics between ultra-high modulus CFRP laminates and steel
    • Wua C, Zhao X et al. (2012). Bond characteristics between ultra-high modulus CFRP laminates and steel, Thin-Walled Structures, vol 51, 147-157.
    • (2012) Thin-Walled Structures , vol.51 , pp. 147-157
    • Wua, C.1    Zhao, X.2
  • 13
    • 34447096561 scopus 로고    scopus 로고
    • State-of-the-art review on FRP strengthened steel structures
    • Zhao X and Zhang L (2007). State-of-the-art review on FRP strengthened steel structures, Engineering Structural, vol 29(8), 1808-1823.
    • (2007) Engineering Structural , vol.29 , Issue.8 , pp. 1808-1823
    • Zhao, X.1    Zhang, L.2
  • 14
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    • British Standard BS5950-5, Structural use of steelwork in building-Part 5, Code of practice for design of cold formed thin gauge sections. British Standards Institution, UK.
    • British Standard BS5950-5, (1998). Structural use of steelwork in building-Part 5, Code of practice for design of cold formed thin gauge sections. British Standards Institution, UK.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.