메뉴 건너뛰기




Volumn 128, Issue 9, 2002, Pages 1195-1201

Cracking and deformability of concrete flexural sections with fiber reinforced polymer

Author keywords

Concrete; Cracking; Deformation; Fiber reinforced materials

Indexed keywords

BENDING STRENGTH; CRACK INITIATION; CRACKS; CRUSHING; DEFORMATION; DUCTILITY; FAILURE ANALYSIS; FIBER REINFORCED PLASTICS; FORMABILITY; STRAIN; STRAIN HARDENING; STRENGTH OF MATERIALS; STRESS ANALYSIS; TENSILE STRENGTH;

EID: 10844277254     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (25)

References (13)
  • 2
    • 0006528371 scopus 로고    scopus 로고
    • Building code requirements for structural concrete
    • American Concrete Institute Committee 318. Farmington Hills, Mich.
    • American Concrete Institute Committee 318. (1999). "Building code requirements for structural concrete." ACI 318-99, Farmington Hills, Mich.
    • (1999) ACI , vol.318 , Issue.99
  • 3
    • 10844226966 scopus 로고    scopus 로고
    • Guide for the design and construction of concrete reinforced with FRP bars
    • American Concrete Institute Committee 440. Farmington Hills, Mich.
    • American Concrete Institute Committee 440. (2001). "Guide for the design and construction of concrete reinforced with FRP bars." ACI 440. IR-01, Farmington Hills, Mich.
    • (2001) ACI 440. IR-01
  • 4
    • 10844289234 scopus 로고    scopus 로고
    • Fibre reinforced structures
    • Section 16, Rexdale, Ont.
    • Canadian Standard Association. (2000). "Fibre reinforced structures." Canadian highway bridge design code (CHBDC), Section 16, Rexdale, Ont.
    • (2000) Canadian Highway Bridge Design Code (CHBDC)
  • 7
    • 0003277463 scopus 로고    scopus 로고
    • Ductibility of prestressed concrete bridges using internal/external CFRP strands
    • Engineering Technics, Edinburgh, Scotland
    • Grace, F. N., and George, A. Sayed. (1997). "Ductibility of prestressed concrete bridges using internal/external CFRP strands." Proc., Conf. on Faults and Repairs, Engineering Technics, Edinburgh, Scotland.
    • (1997) Proc., Conf. on Faults and Repairs
    • Grace, F.N.1    George, A.S.2
  • 8
    • 0001512823 scopus 로고    scopus 로고
    • The concept of the overall performance factor in rectangular-section reinforced concrete members
    • Engineering Technics, Edinburgh, Scotland
    • Jaeger, L. G., Mufti, A. A., and Tadros, G. (1997). "The concept of the overall performance factor in rectangular-section reinforced concrete members." Non-metallic (FRP) reinforcement for concrete structures, Proc., 3rd Int. Symposium, Engineering Technics, Edinburgh, Scotland, 2, 551-559.
    • (1997) Non-metallic (FRP) Reinforcement for Concrete Structures, Proc., 3rd Int. Symposium , vol.2 , pp. 551-559
    • Jaeger, L.G.1    Mufti, A.A.2    Tadros, G.3
  • 11
    • 0002812585 scopus 로고
    • Structural ductibility of concrete beams prestressed with FRP tendons
    • L. Taerwe, ed., E&FN Spon, London
    • Naaman, A. E., and Jeong, S. M. (1995). "Structural ductibility of concrete beams prestressed with FRP tendons," Non-metallic (FRP) reinforcement for concrete structures, L. Taerwe, ed., E&FN Spon, London, 379-386.
    • (1995) Non-metallic (FRP) Reinforcement for Concrete Structures , pp. 379-386
    • Naaman, A.E.1    Jeong, S.M.2
  • 12
    • 0001101406 scopus 로고
    • Behaviour of concrete columns reinforced with high strength steels
    • Todeschini, C. E., Bianchini, A. C., and Kesler, C. E. (1964). "Behaviour of concrete columns reinforced with high strength steels." ACI J., 61(6), 701-716.
    • (1964) ACI J. , vol.61 , Issue.6 , pp. 701-716
    • Todeschini, C.E.1    Bianchini, A.C.2    Kesler, C.E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.