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Volumn 40, Issue 10, 2010, Pages 1471-1487

Predicting the pullout response of inclined hooked steel fibers

Author keywords

Fiber reinforcement (E); Orientation; Pullout strength (C); Tensile properties (C)

Indexed keywords

ANISOTROPIC MATERIAL; CEMENT MATRIX; CRACK WIDTH; DESIGN AND OPTIMIZATION; FIBER REINFORCEMENT; HOOKED STEEL FIBERS; INCLINATION ANGLES; MATERIAL PROPERTY; NEW CONCEPT; ORIENTATION; PULL-OUT STRENGTH; RANDOM ORIENTATIONS; STEEL FIBER REINFORCED CONCRETES;

EID: 77955467594     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2010.05.005     Document Type: Article
Times cited : (133)

References (19)
  • 1
    • 29344446968 scopus 로고    scopus 로고
    • Engineered steel fibers with optimal properties for reinforcement of cement composites
    • A.E. Naaman Engineered steel fibers with optimal properties for reinforcement of cement composites J. Adv. Concr. Technol. 1 3 2003 241 252
    • (2003) J. Adv. Concr. Technol. , vol.1 , Issue.3 , pp. 241-252
    • Naaman, A.E.1
  • 2
    • 0001451314 scopus 로고
    • Concrete reinforced with deformed steel fibers, Part I: Bond-slip mechanisms
    • N. Banthia, and J. Trottier Concrete reinforced with deformed steel fibers, Part I: bond-slip mechanisms ACI Mater. J. 91 5 1994 435 446
    • (1994) ACI Mater. J. , vol.91 , Issue.5 , pp. 435-446
    • Banthia, N.1    Trottier, J.2
  • 3
    • 0026117556 scopus 로고
    • Bond-slip mechanisms of steel fibers in concrete
    • A.E. Naaman, and H. Najm Bond-slip mechanisms of steel fibers in concrete ACI Mater. J. 88 2 1991 135 145
    • (1991) ACI Mater. J. , vol.88 , Issue.2 , pp. 135-145
    • Naaman, A.E.1    Najm, H.2
  • 4
    • 0036682250 scopus 로고    scopus 로고
    • Pull-out behavior of hooked steel fibres
    • P. Robins, S. Austin, and P. Jones Pull-out behavior of hooked steel fibres Mater. Struct. 35 2002 434 442
    • (2002) Mater. Struct. , vol.35 , pp. 434-442
    • Robins, P.1    Austin, S.2    Jones, P.3
  • 6
    • 0032658799 scopus 로고    scopus 로고
    • Modeling the pullout of wire-drawn steel fibers
    • G. Chanvillard Modeling the pullout of wire-drawn steel fibers Cement Concr. Res. 29 1999 1027 1037
    • (1999) Cement Concr. Res. , vol.29 , pp. 1027-1037
    • Chanvillard, G.1
  • 7
    • 0009854021 scopus 로고    scopus 로고
    • Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices
    • J.M. Alwan, A.E. Naaman, and P. Guerrero Effect of mechanical clamping on the pull-out response of hooked steel fibers embedded in cementitious matrices Concr. Sci. Eng. 1 1999 15 25
    • (1999) Concr. Sci. Eng. , vol.1 , pp. 15-25
    • Alwan, J.M.1    Naaman, A.E.2    Guerrero, P.3
  • 8
    • 0034275999 scopus 로고    scopus 로고
    • Pullout response of a smooth fiber with an end anchorage
    • C. Sujivorakul, A.M. Waas, and A.E. Naaman Pullout response of a smooth fiber with an end anchorage J. Eng. Mech. 126 9 2000 986 993
    • (2000) J. Eng. Mech. , vol.126 , Issue.9 , pp. 986-993
    • Sujivorakul, C.1    Waas, A.M.2    Naaman, A.E.3
  • 10
    • 0030701348 scopus 로고    scopus 로고
    • Predicting the flexural postcracking performance of steel fiber reinforced concrete from the pullout of single fibers
    • H. Armelin, and N. Banthia Predicting the flexural postcracking performance of steel fiber reinforced concrete from the pullout of single fibers ACI Mater. J. 94 1 1997 18 31
    • (1997) ACI Mater. J. , vol.94 , Issue.1 , pp. 18-31
    • Armelin, H.1    Banthia, N.2
  • 12
    • 33747149999 scopus 로고    scopus 로고
    • Prediction of steel fibre reinforced concrete under flexure from an inferred fibre pull-out response
    • L. Prudencio Jr, S. Austin, P. Jones, H. Armelin, and P. Robins Prediction of steel fibre reinforced concrete under flexure from an inferred fibre pull-out response Mater. Struct. 39 2006 601 610
    • (2006) Mater. Struct. , vol.39 , pp. 601-610
    • Prudencio Jr., L.1    Austin, S.2    Jones, P.3    Armelin, H.4    Robins, P.5
  • 13
    • 1242339343 scopus 로고    scopus 로고
    • Influence of steel fibres on the design stress-strain curve for high-strength concrete
    • L. Taerwe, and A. Van Gysel Influence of steel fibres on the design stress-strain curve for high-strength concrete ASCE J. Eng. Mech. 122 8 1996 695 704
    • (1996) ASCE J. Eng. Mech. , vol.122 , Issue.8 , pp. 695-704
    • Taerwe, L.1    Van Gysel, A.2
  • 14
    • 77954757309 scopus 로고    scopus 로고
    • Predicting the pullout response of inclined straight steel fibers
    • F. Laranjeira, A. Aguado, and C. Molins Predicting the pullout response of inclined straight steel fibers Journal of Materials and Structures 43 6 2010 875 895 doi:10.1617/s11527-009-9553-4
    • (2010) Journal of Materials and Structures , vol.43 , Issue.6 , pp. 875-895
    • Laranjeira, F.1    Aguado, A.2    Molins, C.3
  • 15
    • 0029775729 scopus 로고    scopus 로고
    • Analysis of steel fibre pull-out from a cement matrix using video photography
    • A. Pompo, P.R. Stupak, L. Nicolais, and B. Marchese Analysis of steel fibre pull-out from a cement matrix using video photography Cement Concr. Compos. 18 1996 3 8
    • (1996) Cement Concr. Compos. , vol.18 , pp. 3-8
    • Pompo, A.1    Stupak, P.R.2    Nicolais, L.3    Marchese, B.4
  • 16
    • 0028549011 scopus 로고
    • Inclined tensile strength of steel fibres in a cement-based composite
    • P.J.M. Bartos, and M. Duris Inclined tensile strength of steel fibres in a cement-based composite Composites 25 10 1994 945 952
    • (1994) Composites , vol.25 , Issue.10 , pp. 945-952
    • Bartos, P.J.M.1    Duris, M.2
  • 19
    • 0033336414 scopus 로고    scopus 로고
    • Use of a crack-bridging single fiber pullout test to study steel fiber/cementitious matrix composites
    • T.C. Easley, K.T. Faber, and S.P. Shah Use of a crack-bridging single fiber pullout test to study steel fiber/cementitious matrix composites J. Am. Soc. 82 12 1999 3513 3520
    • (1999) J. Am. Soc. , vol.82 , Issue.12 , pp. 3513-3520
    • Easley, T.C.1    Faber, K.T.2    Shah, S.P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.