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Volumn 28, Issue 1, 2012, Pages 362-371

Pull-out behavior of prestressing strands in steel fiber reinforced concrete

Author keywords

Bond; Prestressing strand; Pull out; Steel fiber reinforced concrete

Indexed keywords

BOND; EXPERIMENTAL PROGRAM; EXPERIMENTAL STUDIES; FIBER CONTENTS; FIBER LENGTH; FLEXURAL TESTS; PRESTRESSING STRAND; PRESTRESSING STRANDS; PULL-OUT; PULL-OUT TEST; PULLOUT RESISTANCE; STEEL FIBER REINFORCED CONCRETE; STEEL FIBER REINFORCED CONCRETES; STEEL FIBERS; STRAND DIAMETERS;

EID: 80054119930     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2011.08.040     Document Type: Article
Times cited : (53)

References (25)
  • 1
    • 0036850583 scopus 로고    scopus 로고
    • Experimental and theoretical investigation of the shear resistance of steel fibre reinforced prestressed concrete X-beams - Part II: Theoretical analysis and comparison with experiments
    • DOI 10.1617/13809
    • K.S. Elliot, C.H. Peaston, and K.A. Paine Experimental and theoretical investigation of the shear resistance of steel fibre reinforced prestressed concrete X-beams - part II: Theoretical analysis and comparison with experiments Mater Struct 35 9 2002 528 535 (Pubitemid 35361282)
    • (2002) Materials and Structures/Materiaux et Constructions , vol.35 , Issue.253 , pp. 528-535
    • Elliott, K.S.1    Peaston, C.H.2    Paine, K.A.3
  • 2
    • 1842523074 scopus 로고    scopus 로고
    • Flexural strength predictions of steel fiber reinforced high-strength concrete in fully/partially prestressed beam specimens
    • S.K. Padmarajaiah, and A. Ramaswamy Flexural strength predictions of steel fiber reinforced high-strength concrete in fully/partially prestressed beam specimens Cem Concr Compos 26 4 2004 275 290
    • (2004) Cem Concr Compos , vol.26 , Issue.4 , pp. 275-290
    • Padmarajaiah, S.K.1    Ramaswamy, A.2
  • 3
    • 0024048177 scopus 로고    scopus 로고
    • Splitting-tension test for fiber reinforced concrete
    • A. Nanni Splitting-tension test for fiber reinforced concrete ACI Mater J 85 4 1998 229 233
    • (1998) ACI Mater J , vol.85 , Issue.4 , pp. 229-233
    • Nanni, A.1
  • 4
    • 0032313873 scopus 로고    scopus 로고
    • Shear behaviour and shear analysis of reinforced concrete beams containing steel fibres
    • B.H. Oh, D.H. Lim, S.W. Yoo, and E.S. Kim Shear behavior and shear analysis of reinforced concrete beams containing steel fibers Mag Concr Res 50 4 1998 283 291 (Pubitemid 128496726)
    • (1998) Magazine of Concrete Research , vol.50 , Issue.4 , pp. 283-291
    • Oh, B.H.1    Lim, D.H.2    Yoo, S.W.3    Kim, E.S.4
  • 5
    • 0026119235 scopus 로고
    • Reinforced concrete beams with steel fibers under shear
    • E.I. El-Niema Reinforced concrete beams with steel fibers under shear ACI Struct J 88 2 1991 178 183
    • (1991) ACI Struct J , vol.88 , Issue.2 , pp. 178-183
    • El-Niema, E.I.1
  • 6
    • 3843143860 scopus 로고    scopus 로고
    • Effectiveness of stirrups and steel fibres as shear reinforcement
    • C. Cucchiara, L.L. Mendola, and M. Papia Effectiveness of stirrups and steel fibres as shear reinforcement Cem Concr Compos 26 7 2004 777 786
    • (2004) Cem Concr Compos , vol.26 , Issue.7 , pp. 777-786
    • Cucchiara, C.1    Mendola, L.L.2    Papia, M.3
  • 7
    • 33947584601 scopus 로고    scopus 로고
    • The diagonal tension behavior of fiber reinforced concrete beams
    • DOI 10.1016/j.cemconcomp.2006.12.009, PII S0958946506002149
    • C. Juarez, P. Valdez, A. Duran, and K. Sobolev The diagonal tension behavior of fiber reinforced concrete beams Cem Concr Compos 29 5 2007 402 408 (Pubitemid 46483020)
    • (2007) Cement and Concrete Composites , vol.29 , Issue.5 , pp. 402-408
    • Juarez, C.1    Valdez, P.2    Duran, A.3    Sobolev, K.4
  • 8
    • 0016893299 scopus 로고
    • Mechanical properties of glass and steel fibre reinforced mortar
    • S.P. Shah, and A.E. Naaman Mechanical properties of glass and steel fibre reinforced mortar ACI J 73 1 1976 50 53
    • (1976) ACI J , vol.73 , Issue.1 , pp. 50-53
    • Shah, S.P.1    Naaman, A.E.2
  • 9
    • 0031651378 scopus 로고    scopus 로고
    • Effects of manufacturing techniques on the flexural behavior of steel fiber-reinforced concrete
    • PII S0008884697002135
    • H. Toutanji, and Z. Bayasi Effects of manufacturing techniques on the flexural behaviour of steel fibre-reinforced concrete Cem Concr Res 28 1 1998 115 124 (Pubitemid 128412668)
    • (1998) Cement and Concrete Research , vol.28 , Issue.1 , pp. 115-124
    • Toutanji, H.1    Bayasi, Z.2
  • 10
    • 40649122538 scopus 로고    scopus 로고
    • Properties of steel fibrous concrete containing mixed fibres in fresh and hardened state
    • DOI 10.1016/j.conbuildmat.2006.12.004, PII S0950061806003515
    • Y. Mohammadi, S.P. Singh, and S.K. Kaushik Properties of steel fibrous concrete containing mixed fibres in fresh and hardened state Construct Build Mater 22 5 2008 956 965 (Pubitemid 351374652)
    • (2008) Construction and Building Materials , vol.22 , Issue.5 , pp. 956-965
    • Mohammadi, Y.1    Singh, S.P.2    Kaushik, S.K.3
  • 11
    • 33845315911 scopus 로고    scopus 로고
    • Effects of steel fiber addition on mechanical properties of concrete and RC beams
    • DOI 10.1016/j.conbuildmat.2005.12.006, PII S0950061805003144, Fracture, Acoustic Emission and NDE in Concrete (KIFA-4)
    • F. Altun, T. Haktanir, and K. Ari Effects of steel fiber addition on mechanical properties of concrete and RC beams Construct Build Mater 21 3 2007 654 661 (Pubitemid 44880136)
    • (2007) Construction and Building Materials , vol.21 , Issue.3 , pp. 654-661
    • Altun, F.1    Haktanir, T.2    Ari, K.3
  • 12
    • 84655176922 scopus 로고
    • Pull-out strength of strand and lifting loops
    • Concrete Technology Corporation
    • Moustafa S., Pull-out strength of strand and lifting loops. Technical bulletin 74-B5. Concrete Technology Corporation; 1974.
    • (1974) Technical Bulletin 74-B5
    • Moustafa, S.1
  • 13
    • 0029277004 scopus 로고
    • A review for strand development length for pretensioned concrete members
    • C.D. Buckner A review for strand development length for pretensioned concrete members PCI J 40 2 1995 84 105
    • (1995) PCI J , vol.40 , Issue.2 , pp. 84-105
    • Buckner, C.D.1
  • 14
    • 5544303880 scopus 로고    scopus 로고
    • Discussion of a review for strand development length for pretensioned concrete members
    • D.R. Logan Discussion of a review for strand development length for pretensioned concrete members PCI J 41 2 1996 112 116
    • (1996) PCI J , vol.41 , Issue.2 , pp. 112-116
    • Logan, D.R.1
  • 15
    • 0031098525 scopus 로고    scopus 로고
    • Acceptance criteria for bond quality of strand for pretensioned prestressed concrete applications
    • D.R. Logan Acceptance criteria for bond quality of strand for pretensioned prestressed concrete applications PCI J 42 2 1997 52 90
    • (1997) PCI J , vol.42 , Issue.2 , pp. 52-90
    • Logan, D.R.1
  • 16
    • 0031186463 scopus 로고    scopus 로고
    • Investigation of standardized tests to measure the bond performance of prestressing strand
    • D.R. Rose, and B.W. Russell Investigation of standardized tests to measure the bond performance of prestressing strand PCI J 42 4 1997 56 80 (Pubitemid 127642040)
    • (1997) PCI Journal , vol.42 , Issue.4 , pp. 56-80
    • Rose, D.R.1    Russell, B.W.2
  • 17
    • 29144480825 scopus 로고    scopus 로고
    • Bond strength and transfer length of pretensioned bridge girders cast with self-consolidating concrete
    • A.F.M. Girgis, and C.Y. Tuan Bond strength and transfer length of pretensioned bridge girders cast with self-consolidating concrete PCI J 50 6 2005 72 87 (Pubitemid 41812370)
    • (2005) PCI Journal , vol.50 , Issue.6 , pp. 72-87
    • Girgis, A.F.M.1    Tuan, C.Y.2
  • 18
    • 33751543385 scopus 로고    scopus 로고
    • Bond behavior of strand embedded in fiber reinforced cementitious composites
    • S. Chao, A. Naaman, and G. Parra-Montesino Bond behavior of strand embedded in fiber reinforced cementitious composites PCI J 51 6 2006 56 71 (Pubitemid 44836301)
    • (2006) PCI Journal , vol.51 , Issue.6 , pp. 56-71
    • Chao, S.-H.1    Naaman, A.E.2    Parra-Montesinos, G.J.3
  • 19
    • 33847687360 scopus 로고    scopus 로고
    • A comparative experimental investigation of concrete, reinforced-concrete and steel-fibre concrete pipes under three-edge-bearing test
    • DOI 10.1016/j.conbuildmat.2006.05.031, PII S0950061806002066
    • T. Haktanir, K. Ari, F. Altun, and O. Karahan A comparative experimental investigation of concrete, reinforced-concrete and steel-fibre concrete pipes under three-edge-bearing test Construct Build Mater 21 8 2007 1702 1708 (Pubitemid 46367622)
    • (2007) Construction and Building Materials , vol.21 , Issue.8 , pp. 1702-1708
    • Haktanir, T.1    Ari, K.2    Altun, F.3    Karahan, O.4
  • 21
    • 0037847630 scopus 로고    scopus 로고
    • Calibration of design code for buildings (ACI 318): Part 1 - Statistical models for resistance
    • A.S. Nowak, and M.M. Szerszen Calibration of design code for buildings (ACI 318): Part 1 - Statistical models for resistance ACI Struct J 100 3 2003 377 382
    • (2003) ACI Struct J , vol.100 , Issue.3 , pp. 377-382
    • Nowak, A.S.1    Szerszen, M.M.2
  • 22
    • 0037847631 scopus 로고    scopus 로고
    • Calibration of design code for buildings (ACI 318): Part 2 - Reliability analysis and resistance factors
    • A.S. Nowak, and M.M. Szerszen Calibration of design code for buildings (ACI 318): Part 2 - Reliability analysis and resistance factors ACI Struct J 100 3 2003 383 389
    • (2003) ACI Struct J , vol.100 , Issue.3 , pp. 383-389
    • Nowak, A.S.1    Szerszen, M.M.2
  • 24
    • 0021385773 scopus 로고
    • Tensile strength of concrete
    • J. Raphael Tensile strength of concrete ACI J Proc 81 2 1984 158 165
    • (1984) ACI J Proc , vol.81 , Issue.2 , pp. 158-165
    • Raphael, J.1
  • 25
    • 84655165208 scopus 로고
    • Tensile strength of concrete
    • D.J. McNeely, and S.D. Lash Tensile strength of concrete J Am Concr Inst Proc 60 6 1963 751 761
    • (1963) J Am Concr Inst Proc , vol.60 , Issue.6 , pp. 751-761
    • McNeely, D.J.1    Lash, S.D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.