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Volumn 39, Issue 4, 2003, Pages 315-328

Bond of FRP reinforcement in concrete - A challenge

Author keywords

Bond; Code; Concrete; FRP; Test system

Indexed keywords

BENDING STRENGTH; BOND STRENGTH (MATERIALS); CEMENTS; CRACKS; EPOXY RESINS; FIBER REINFORCED PLASTICS; INTERFACES (MATERIALS); JOINTS (STRUCTURAL COMPONENTS); MATHEMATICAL MODELS; MORTAR; SHEAR STRENGTH; STRESS CONCENTRATION; SURFACE ROUGHNESS;

EID: 0347721092     PISSN: 01915665     EISSN: None     Source Type: Journal    
DOI: 10.1023/A:1025642411103     Document Type: Article
Times cited : (39)

References (14)
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  • 5
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  • 6
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    • Experience from testing of concrete reinforced with carbon fiber and aramid fiber strands
    • 6-8 August, Icelandic Concrete Association, Reykjavik
    • R. Tepfers, I. Molander, and K. Thalenius, "Experience from testing of concrete reinforced with carbon fiber and aramid fiber strands," in: XIV Nordic Concrete Congress & Nordic Concrete Industry Meeting, 6-8 August, Icelandic Concrete Association, Reykjavik (1992), pp. 337-347.
    • (1992) XIV Nordic Concrete Congress & Nordic Concrete Industry Meeting , pp. 337-347
    • Tepfers, R.1    Molander, I.2    Thalenius, K.3
  • 7
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    • Cracking of concrete cover along anchored deformed reinforcing bars
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    • R. Tepfers, "Cracking of concrete cover along anchored deformed reinforcing bars," Mag. Concrete Res., 31, No. 106, 3-12 (March, 1979).
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  • 9
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    • Bond and anchorage length of near-surface mounted frp rods in concrete
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    • L. De Lorenzis, L. A. Rizzo, and A. La Tegola, "Bond and anchorage length of near-surface mounted frp rods in concrete," in: Proc. ACIC2002, 14-17 April, Southampton, UK (2002).
    • (2002) Proc. ACIC2002
    • De Lorenzis, L.1    Rizzo, L.A.2    La Tegola, A.3
  • 10
    • 0036524130 scopus 로고    scopus 로고
    • Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening
    • L. De Lorenzis and A. Nanni, "Bond between near-surface mounted fiber-reinforced polymer rods and concrete in structural strengthening," ACI Struct. J., 99, No. 2, 123-132 (2002).
    • (2002) ACI Struct. J. , vol.99 , Issue.2 , pp. 123-132
    • De Lorenzis, L.1    Nanni, A.2
  • 12
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    • Pull-out tensile reinforcement splice tests with GFRP bars
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    • R. Tepfers, G. Hedlund, and B. Rosinski, "Pull-out tensile reinforcement splice tests with GFRP bars," in: Proc. of the ICCI'98, Second International Conference on Composites in Infrastructure, January 3-4, Tucson, Arizona. Vol. II (1998), pp. 37-51.
    • (1998) Second International Conference on Composites in Infrastructure , vol.2 , pp. 37-51
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  • 13
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    • Chalmers University of Technology, Division of Concrete Structures, Licentiate Thesis, Work No. 1113, Publ. 97:1, Göteborg (November)
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  • 14
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    • J. Magnusson, Bond an Anchorage of Ribbed Bars in High-Strength Concrete, Chalmers University of Technology, Division of Concrete Structures, Doctoral Thesis, Work No. 1113, Publ. 00:1, Göteborg (2000).
    • (2000) Bond an Anchorage of Ribbed Bars in High-strength Concrete
    • Magnusson, J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.