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Volumn 54, Issue 4, 2001, Pages 417-426

Interfacial shear stress concentration in FRP-strengthened beams

Author keywords

CFRP; Debonding; Ripping; Strengthened beams; Stress concentration

Indexed keywords

CARBON FIBER REINFORCED PLASTICS; DEFLECTION (STRUCTURES); FAILURE ANALYSIS; INTERFACES (MATERIALS); REINFORCED CONCRETE; SHEAR STRESS; STRESS CONCENTRATION; STRUCTURAL LOADS; THICKNESS MEASUREMENT;

EID: 0035545936     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8223(01)00078-2     Document Type: Article
Times cited : (82)

References (21)
  • 1
    • 0019100987 scopus 로고
    • Strengthening of bridge beams and similar structures by means of epoxy-resin-bonded external reinforcement
    • Washington, DC: Transportation Research Board
    • (1980) Transportation Research Record , vol.785 , pp. 21-24
    • Dussek, I.J.1
  • 2
    • 0020588370 scopus 로고
    • Reinforcement of bridges by gluing of reinforcing steel
    • (1983) Mater Struct , vol.16 , Issue.91 , pp. 13-17
    • Rybak, M.1
  • 16
    • 0000169803 scopus 로고
    • Approximate analysis of shear and normal stress concentration in the adhesive layer of plated RC beams
    • (1989) Struct Eng , vol.67 , Issue.12-20 , pp. 229-233
    • Roberts, T.M.1
  • 19
    • 0032027139 scopus 로고    scopus 로고
    • Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites
    • (1998) ACI Struct J , vol.95 , Issue.2 , pp. 107-115
    • Triantafillou, T.C.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.