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Volumn 59, Issue 4, 2003, Pages 467-472

RC beams strengthened with composite material: A limit analysis approach and experimental study

Author keywords

Collapse mechanism; Composite material; Failure criteria; Interface; Kinematic method; Layer; Limit analysis

Indexed keywords

APPROXIMATION THEORY; BENDING (DEFORMATION); BENDING STRENGTH; CARBON FIBER REINFORCED PLASTICS; LAMINATED COMPOSITES; PLATES (STRUCTURAL COMPONENTS); REINFORCED CONCRETE; STRUCTURAL LOADS;

EID: 0037357434     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(02)00286-6     Document Type: Article
Times cited : (26)

References (6)
  • 1
    • 0000904457 scopus 로고
    • Bridge repair with high performance composite material
    • Meir U. Bridge repair with high performance composite material. Mater Technik 1987;4:125-8.
    • (1987) Mater Technik , vol.4 , pp. 125-208
    • Meir, U.1
  • 2
    • 0032094791 scopus 로고    scopus 로고
    • An experimental study of the anchorage length of carbon fibre composite plate used to strengthened reinforced concrete beams
    • Garden HN, Quantrill RJ, Hollaway LC. An experimental study of the anchorage length of carbon fibre composite plate used to strengthened reinforced concrete beams. Constr Build Mater 1998;12:203-19.
    • (1998) Constr Build Mater , vol.12 , pp. 203-219
    • Garden, H.N.1    Quantrill, R.J.2    Hollaway, L.C.3
  • 3
    • 0004257556 scopus 로고
    • London: Cement and Concrete Association
    • Johansen KW. Yield line theory. London: Cement and Concrete Association; 1962.
    • (1962) Yield Line Theory
    • Johansen, K.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.