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Volumn SP-230, Issue , 2005, Pages 579-596

Bond strengthening of steel bars using external FRP confinement: Implications on the static and cyclic response of R/C members

Author keywords

Bond stress; Cyclic loading; Fiber reinforced polymer; Seismic strengthening; Splitting strength

Indexed keywords

BARS (METAL); BOND STRENGTH (MATERIALS); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CYCLIC LOADS; DETERIORATION; FIBER REINFORCED PLASTICS; POLYMERS; STEEL FIBERS; STRENGTHENING (METAL); STRESS ANALYSIS;

EID: 35848949970     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (6)

References (15)
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  • 3
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    • Strength and Ductility of Concrete Columns Externally Confined with Fiber Composite Straps
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    • Saadatmanesh, H.1    Ehsani, M. R.2    Li, M. W.3
  • 4
    • 1642269222 scopus 로고    scopus 로고
    • Effect of Confinement Using FRP or FRC on Seismic Performance of Gravity Load-Designed Columns
    • Harajli, M. H., and Rteil, A.A., 2004, “Effect of Confinement Using FRP or FRC on Seismic Performance of Gravity Load-Designed Columns,” ACI Struct. J., 101(1), pp. 47-56.
    • (2004) ACI Struct. J , vol.101 , Issue.1 , pp. 47-56
    • Harajli, M. H.1    Rteil, A.A.2
  • 6
    • 1642400887 scopus 로고    scopus 로고
    • Effect of Confinement on Bond Strength Between Steel Bars and Concrete
    • September-October
    • Harajli, M. H., Hamad, B. S., and Rteil, A., 2004, “Effect of Confinement on Bond Strength Between Steel Bars and Concrete,” ACI Struct. J., 101(5), September-October, pp. 595-603.
    • (2004) ACI Struct. J , vol.101 , Issue.5 , pp. 595-603
    • Harajli, M. H.1    Hamad, B. S.2    Rteil, A.3
  • 8
    • 0017467212 scopus 로고
    • Reevaluation of Test Data on Development Length and Splices
    • Mar
    • Orangun, C. O., Jirsa, J. O., and Breen, J. E., 1977, "Reevaluation of Test Data on Development Length and Splices," ACI Journal, Proceedings 74 (3), Mar., pp. 114-122.
    • (1977) ACI Journal, Proceedings , vol.74 , Issue.3 , pp. 114-122
    • Orangun, C. O.1    Jirsa, J. O.2    Breen, J. E.3
  • 9
    • 0034236942 scopus 로고    scopus 로고
    • Splice Strength of Conventional and High Relative Rib Area Bars and High-Strength Concrete
    • July-Aug
    • Zuo, J. and Darwin, D., 2000, “Splice Strength of Conventional and High Relative Rib Area Bars and High-Strength Concrete,” ACI Struct. J., 97(4), July-Aug. pp. 630-641.
    • (2000) ACI Struct. J , vol.97 , Issue.4 , pp. 630-641
    • Zuo, J.1    Darwin, D.2
  • 12
    • 0032073038 scopus 로고    scopus 로고
    • Bond Between Normal Strength and High-Strength Concrete (HSC) and Reinforcing Bars in Splices in Beams
    • May-June
    • Esfahani R., and Rangan, V., 1998, “Bond Between Normal Strength and High-Strength Concrete (HSC) and Reinforcing Bars in Splices in Beams,” ACI Struct. J., 95(3), May-June, pp. 272-280.
    • (1998) ACI Struct. J , vol.95 , Issue.3 , pp. 272-280
    • Esfahani, R.1    Rangan, V.2
  • 13
    • 0036665156 scopus 로고    scopus 로고
    • Evaluation of Bond Strength of Steel Bars in Plain and Fiber Reinforced Concrete
    • July-Aug
    • Harajli, M. H., and Mabsout, M.E., 2002, “Evaluation of Bond Strength of Steel Bars in Plain and Fiber Reinforced Concrete,” ACI Struct. J., 99(4) July-Aug., pp. 509-517.
    • (2002) ACI Struct. J , vol.99 , Issue.4 , pp. 509-517
    • Harajli, M. H.1    Mabsout, M.E.2
  • 14
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    • Jul./Aug
    • Harajli, M. H., 2004, “Comparison of Bond Strength of Reinforcing Bars in Normal and High-Strength Concrete,” Journal of Materials in Civil Engrg., ASCE, 16(4), Jul./Aug. pp. 365-374.
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    • Harajli, M. H.1
  • 15
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    • Local Bond Stress-Slip Relationship of Reinforcing Embedded in Fiber Reinforced Concrete
    • Jul-Aug
    • Harajli, M. H., Hout, M., and Jalkh, W., 1995, "Local Bond Stress-Slip Relationship of Reinforcing Embedded in Fiber Reinforced Concrete," ACI Materials J. 92 (4), Jul-Aug., pp. 343-354.
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    • Harajli, M. H.1    Hout, M.2    Jalkh, W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.