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Volumn 17, Issue 6-7, 2003, Pages 507-516

Large scale testing and analysis of hybrid concrete/composite tubes for circular beam-column applications

Author keywords

Beam; Column; Concrete filled; Confinement; Fibre reinforced polymer; Tubes

Indexed keywords

BEAMS AND GIRDERS; COMPOSITE MATERIALS; CONCRETES; FIBER REINFORCED PLASTICS; PILES; TUBES (COMPONENTS);

EID: 0142010081     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(03)00048-5     Document Type: Conference Paper
Times cited : (55)

References (12)
  • 1
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    • Behavior of axially loaded concrete-filled circular fiber reinforced polymer tubes
    • Fam A.Z., Rizkalla S.H. Behavior of axially loaded concrete-filled circular fiber reinforced polymer tubes. ACI Struct J. 98:(3):2001;280-289.
    • (2001) ACI Struct J , vol.98 , Issue.3 , pp. 280-289
    • Fam, A.Z.1    Rizkalla, S.H.2
  • 2
    • 0031142537 scopus 로고    scopus 로고
    • Behavior of concrete columns confined by fiber composites
    • Mirmiran A., Shahawy M. Behavior of concrete columns confined by fiber composites. J Struct Eng. May, 1997;583-590.
    • (1997) J Struct Eng May , pp. 583-590
    • Mirmiran, A.1    Shahawy, M.2
  • 4
    • 0002841704 scopus 로고
    • Strength of steel-encased concrete beam columns
    • Furlong R.W. Strength of steel-encased concrete beam columns. Proc ASCE. 93:(ST5):1967;113-124.
    • (1967) Proc ASCE , vol.93 , Issue.ST5 , pp. 113-124
    • Furlong, R.W.1
  • 5
    • 0004100580 scopus 로고    scopus 로고
    • Tests on high-strength composite concrete columns
    • Research report No. 1/97. School of Civil Engineering, Curtin University of Technology, Perth, Western Australia
    • Kilpatrick AE, Rangan BV. Tests on high-strength composite concrete columns. Research Report No. 1/97, School of Civil Engineering, Curtin University of Technology, Perth, Western Australia, 1997.
    • (1997) Research Report No. 1/97
    • Kilpatrick, A.E.1    Rangan, B.V.2
  • 6
    • 0034512677 scopus 로고    scopus 로고
    • Structural behavior of short steel-concrete composite spun tubular columns
    • Song Y.L., Chen J.F. Structural behavior of short steel-concrete composite spun tubular columns. Mag Concr Res. 52:(6):2000;411-418.
    • (2000) Mag Concr Res , vol.52 , Issue.6 , pp. 411-418
    • Song, Y.L.1    Chen, J.F.2
  • 7
    • 0037880688 scopus 로고    scopus 로고
    • Flexural behavior of concrete-filled FRP circular tubes
    • Fam A.Z., Rizkalla S.H. Flexural behavior of concrete-filled FRP circular tubes. ASCE J Compos Constr. 6:(2):2002;123-132.
    • (2002) ASCE J Compos Constr , vol.6 , Issue.2 , pp. 123-132
    • Fam, A.Z.1    Rizkalla, S.H.2
  • 8
    • 0035412974 scopus 로고    scopus 로고
    • Confinement model for axially loaded concrete confined by FRP tubes
    • Fam A.Z., Rizkalla S.H. Confinement model for axially loaded concrete confined by FRP tubes. ACI Struct J. 98:(4):2001;451-461.
    • (2001) ACI Struct J , vol.98 , Issue.4 , pp. 451-461
    • Fam, A.Z.1    Rizkalla, S.H.2
  • 9
    • 0024065683 scopus 로고
    • Theoretical stress-strain model for confined concrete
    • Mander J.B., Priestley M.J.N., Park R. Theoretical stress-strain model for confined concrete. J Struct Eng. 114:(8):1988;1804-1826.
    • (1988) J Struct Eng , vol.114 , Issue.8 , pp. 1804-1826
    • Mander, J.B.1    Priestley, M.J.N.2    Park, R.3
  • 10
    • 0015659113 scopus 로고    scopus 로고
    • A numerical approach to the complete stress-strain curves for concrete
    • Popovics S. A numerical approach to the complete stress-strain curves for concrete. Cement Concr Res 3(5): 583-599.
    • Cement Concr Res , vol.3 , Issue.5 , pp. 583-599
    • Popovics, S.1
  • 12
    • 0141971960 scopus 로고    scopus 로고
    • Experimental and analytical investigations of beam-column behavior of concrete-filled FRP tubes
    • July
    • Fam A, Flisak B, Rizkalla S. Experimental and analytical investigations of beam-column behavior of concrete-filled FRP tubes. Under review by the ACI Structural Journal since July 2002.
    • (2002) ACI Structural Journal
    • Fam, A.1    Flisak, B.2    Rizkalla, S.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.