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Volumn 45, Issue 1, 2013, Pages 1104-1116

Size effect on flexural behavior of ultra-high-performance hybrid fiber-reinforced concrete

Author keywords

A. Discontinuous reinforcement; A. Fibers; A. Hybrid; B. Mechanical properties; Size effect

Indexed keywords

A. HYBRID; DIFFERENT SIZES; DISCONTINUOUS REINFORCEMENT; ENERGY ABSORPTION CAPACITY; FIBER CONTENTS; FLEXURAL BEHAVIOR; FOUR-POINT BENDING; HYBRID FIBER-REINFORCED CONCRETE; MACRO FIBERS; MICRO-FIBER; SIZE EFFECTS; TENSILE DUCTILITY;

EID: 84869499776     PISSN: 13598368     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compositesb.2012.07.012     Document Type: Article
Times cited : (193)

References (43)
  • 1
    • 57149131462 scopus 로고    scopus 로고
    • Cylinder or cube: Strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fiber-reinforced concrete
    • B. Graybeal, and M. Davis Cylinder or cube: strength testing of 80 to 200 MPa (11.6 to 29 ksi) ultra-high-performance fiber-reinforced concrete ACI Mater J 105 2008 603 609
    • (2008) ACI Mater J , vol.105 , pp. 603-609
    • Graybeal, B.1    Davis, M.2
  • 4
    • 79951736352 scopus 로고    scopus 로고
    • Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): A simpler way
    • K. Wille, A.E. Naaman, and G.J. Parra-Montesinos Ultra-high performance concrete with compressive strength exceeding 150 MPa (22 ksi): a simpler way ACI Mater J 108 2011 46 54
    • (2011) ACI Mater J , vol.108 , pp. 46-54
    • Wille, K.1    Naaman, A.E.2    Parra-Montesinos, G.J.3
  • 6
    • 27944440486 scopus 로고    scopus 로고
    • CARDIFRC - Development and mechanical properties, part III: Uniaxial tensile response and other mechanical properties
    • S.D.P. Benson, and B.L. Karihaloo CARDIFRC - development and mechanical properties, part III: uniaxial tensile response and other mechanical properties Mag Concrete Res 57 2005 433 443
    • (2005) Mag Concrete Res , vol.57 , pp. 433-443
    • Benson, S.D.P.1    Karihaloo, B.L.2
  • 8
    • 33748710615 scopus 로고    scopus 로고
    • High performance fibre-reinforced cementitious composite (CARDIFRC) - Performance and application to retrofitting
    • F.A. Farhat, D. Nicolaides, A. Kanellopoulos, and B.L. Karihaloo High performance fibre-reinforced cementitious composite (CARDIFRC) - performance and application to retrofitting Eng Fract Mech 74 2007 151 167
    • (2007) Eng Fract Mech , vol.74 , pp. 151-167
    • Farhat, F.A.1    Nicolaides, D.2    Kanellopoulos, A.3    Karihaloo, B.L.4
  • 10
    • 12244298495 scopus 로고    scopus 로고
    • Bending and compressive behaviours of a new cement composite
    • P. Rossi, A. Antonio, E. Parant, and P. Fakhri Bending and compressive behaviours of a new cement composite Cement Concrete Res. 35 2005 27 33
    • (2005) Cement Concrete Res. , vol.35 , pp. 27-33
    • Rossi, P.1    Antonio, A.2    Parant, E.3    Fakhri, P.4
  • 11
    • 79952042260 scopus 로고    scopus 로고
    • Strain-hardening UHP-FRC with low fiber contents
    • K. Wille, D.J. Kim, and A.E. Naaman Strain-hardening UHP-FRC with low fiber contents Mater Struct 44 2011 583 598
    • (2011) Mater Struct , vol.44 , pp. 583-598
    • Wille, K.1    Kim, D.J.2    Naaman, A.E.3
  • 12
    • 84655166975 scopus 로고    scopus 로고
    • Tensile behavior of ultra high performance hybrid fiber reinforced concrete
    • S.H. Park, D.J. Kim, G.S. Ryu, and K.T. Koh Tensile behavior of ultra high performance hybrid fiber reinforced concrete Cement Concrete Compos. 34 2012 172 184
    • (2012) Cement Concrete Compos. , vol.34 , pp. 172-184
    • Park, S.H.1    Kim, D.J.2    Ryu, G.S.3    Koh, K.T.4
  • 13
    • 79959817974 scopus 로고    scopus 로고
    • Comparative flexural behavior of hybrid ultra high performance fiber reinforced concrete with different macro fibers
    • D.J. Kim, S.H. Park, G.S. Ryu, and K.T. Koh Comparative flexural behavior of hybrid ultra high performance fiber reinforced concrete with different macro fibers Constr Build Mater 25 2011 4144 4155
    • (2011) Constr Build Mater , vol.25 , pp. 4144-4155
    • Kim, D.J.1    Park, S.H.2    Ryu, G.S.3    Koh, K.T.4
  • 14
    • 0021410063 scopus 로고
    • Size effect in blunt fracture: Concrete, rock, metal
    • Z.P. Bažant Size effect in blunt fracture: concrete, rock, metal J Eng Mech 110 1984 518 535
    • (1984) J Eng Mech , vol.110 , pp. 518-535
    • Bažant, Z.P.1
  • 15
    • 0021499945 scopus 로고
    • Size effect in shear failure of longitudinally reinforced beam
    • Technical paper no. 81-38
    • Bažant ZP, Kim JK. Size effect in shear failure of longitudinally reinforced beam, Technical paper no. 81-38, ACI J, vol. 81; 1984. p. 456-68.
    • (1984) ACI J , vol.81 , pp. 456-468
    • Bažant Zp, K.1
  • 16
    • 4544312155 scopus 로고    scopus 로고
    • Probabilistic modeling of quasibrittle fracture and size effect
    • Corotis et al. editors Swets & Zeitlinger. ISBN 90 5809 197 X
    • Bažant ZP. Probabilistic modeling of quasibrittle fracture and size effect. In: Corotis et al. editors. Proceedings of the 8th international conference on structural safety and reliability, Swets & Zeitlinger; 2001. p. 1-23. ISBN 90 5809 197 X.
    • (2001) Proceedings of the 8th International Conference on Structural Safety and Reliability , pp. 1-23
    • Bažant, Z.P.1
  • 18
    • 0034155848 scopus 로고    scopus 로고
    • Size effects in concrete fracture: Part I, experimental setup and observations
    • Mohsen A. Issa, Mahmoud A. Issa, M.S. Islam, and A. Chudnovsky Size effects in concrete fracture: part I, experimental setup and observations Int J Fract 102 2000 1 24
    • (2000) Int J Fract , vol.102 , pp. 1-24
    • Issa, M.A.1    Issa, M.A.2    Islam, M.S.3    Chudnovsky, A.4
  • 19
    • 0034155551 scopus 로고    scopus 로고
    • Size effects in concrete fracture: Part II, analysis of test results
    • Mohsen A. Issa, Mahmoud A. Issa, M.S. Islam, and A. Chudnovsky Size effects in concrete fracture: part II, analysis of test results Int J Fract 102 2000 25 42
    • (2000) Int J Fract , vol.102 , pp. 25-42
    • Issa, M.A.1    Issa, M.A.2    Islam, M.S.3    Chudnovsky, A.4
  • 21
    • 0028184666 scopus 로고
    • Fractals, fractures, and size effects in concrete
    • V. Saouma, and C. Barton Fractals, fractures, and size effects in concrete J Eng Mech 120 1994 835 854
    • (1994) J Eng Mech , vol.120 , pp. 835-854
    • Saouma, V.1    Barton, C.2
  • 22
    • 0001586898 scopus 로고
    • Size effect on fracture energy of concrete
    • F.H. Wittmann, H. Mihashi, and N. Nomura Size effect on fracture energy of concrete Eng Fract Mech 35 1990 107 115
    • (1990) Eng Fract Mech , vol.35 , pp. 107-115
    • Wittmann, F.H.1    Mihashi, H.2    Nomura, N.3
  • 23
    • 84869494421 scopus 로고
    • Scale effect in beams with unreinforced webs, loaded in shear
    • Netherlands: Delft University of Technology
    • Walraven J. Scale effect in beams with unreinforced webs, loaded in shear. Progress in concrete research, Annual report, vol. 1. Netherlands: Delft University of Technology; 1990. p. 101-12.
    • (1990) Progress in Concrete Research, Annual Report , vol.1 , pp. 101-112
    • Walraven, J.1
  • 25
    • 79955872854 scopus 로고    scopus 로고
    • Flexural behavior and size effect of full scale reinforced lightweight concrete beam
    • C.H. Wu, Y.C. Kan, C.H. Huang, T. Yen, and L.H. Chen Flexural behavior and size effect of full scale reinforced lightweight concrete beam J Mar Sci Technol 19 2011 132 140
    • (2011) J Mar Sci Technol , vol.19 , pp. 132-140
    • Wu, C.H.1    Kan, Y.C.2    Huang, C.H.3    Yen, T.4    Chen, L.H.5
  • 27
    • 45949096787 scopus 로고    scopus 로고
    • Size effect in ECC Structural Members in Flexure
    • Vail, CO, USA
    • Lepech M, Li VC. Size effect in ECC Structural Members in Flexure. In: Proceedings of FRAMCOS-5, Vail, CO, USA; 2004. p. 1059-66.
    • (2004) Proceedings of FRAMCOS-5 , pp. 1059-1066
    • Lepech, M.1    Li, V.C.2
  • 29
    • 84855804937 scopus 로고    scopus 로고
    • Tests on scale effect of UHPFRC under combined bending and axial forces
    • Washington DC
    • Reineck KH, Frettlohr B. Tests on scale effect of UHPFRC under combined bending and axial forces. In: The 3rd fib international congress, Washington DC; 2010. p. 14 [paper 54].
    • (2010) The 3rd Fib International Congress , pp. 14
    • Reineck, K.H.1    Frettlohr, B.2
  • 31
    • 0037355661 scopus 로고    scopus 로고
    • Weibull strength scaling for standardized rectangular flexure specimens
    • G.D. Quinn Weibull strength scaling for standardized rectangular flexure specimens J Am Ceram Soc 86 2003 508 510
    • (2003) J Am Ceram Soc , vol.86 , pp. 508-510
    • Quinn, G.D.1
  • 32
    • 84987266075 scopus 로고
    • A statistical distribution function of wide applicability
    • W. Weibull A statistical distribution function of wide applicability J Appl Mech 18 1951 293 297
    • (1951) J Appl Mech , vol.18 , pp. 293-297
    • Weibull, W.1
  • 33
    • 55849111521 scopus 로고    scopus 로고
    • Comparative flexural behavior of four fiber reinforced cementitious composites
    • D.J. Kim, A.E. Naaman, and S. El-Tawil Comparative flexural behavior of four fiber reinforced cementitious composites Cement Concrete Compos 30 2008 917 928
    • (2008) Cement Concrete Compos , vol.30 , pp. 917-928
    • Kim, D.J.1    Naaman, A.E.2    El-Tawil, S.3
  • 36
    • 70350320875 scopus 로고    scopus 로고
    • Evaluation of flexural performance in UHPC (ultra high performance concrete) according to placement methods
    • G.C. Ryu, S.T. Kang, J.J. Park, and G.T. Koh Evaluation of flexural performance in UHPC (ultra high performance concrete) according to placement methods Key Eng Mater 417-418 2010 581 584
    • (2010) Key Eng Mater , vol.417-418 , pp. 581-584
    • Ryu, G.C.1    Kang, S.T.2    Park, J.J.3    Koh, G.T.4
  • 38
    • 0017517011 scopus 로고
    • Statistical approach to brittle fracture
    • K. Trustrum, A. De, and S. Jayatilaka Statistical approach to brittle fracture J Mater Sci 12 1977 1426 1430
    • (1977) J Mater Sci , vol.12 , pp. 1426-1430
    • Trustrum, K.1    De, A.2    Jayatilaka, S.3
  • 39
    • 0018466109 scopus 로고
    • On estimating the Weibull modulus for a brittle material
    • K. Trustrum, A. De, and S. Jayatilaka On estimating the Weibull modulus for a brittle material J Mater Sci 14 1979 1080 1084
    • (1979) J Mater Sci , vol.14 , pp. 1080-1084
    • Trustrum, K.1    De, A.2    Jayatilaka, S.3
  • 40
    • 0032207369 scopus 로고    scopus 로고
    • Implications of the size effect method for analyzing the fracture of concrete
    • R. Gettu, H. Saldivar, and M.T. Kazemi Implications of the size effect method for analyzing the fracture of concrete Int J Solids Struct 35 1998 4121 4132
    • (1998) Int J Solids Struct , vol.35 , pp. 4121-4132
    • Gettu, R.1    Saldivar, H.2    Kazemi, M.T.3
  • 42
    • 0037383170 scopus 로고    scopus 로고
    • Determination of size-independent specific fracture energy from three point bend and wedge splitting tests
    • H.M. Abdalla, and B.L. Karihaloo Determination of size-independent specific fracture energy from three point bend and wedge splitting tests Mag Concrete Res 55 2003 133 141
    • (2003) Mag Concrete Res , vol.55 , pp. 133-141
    • Abdalla, H.M.1    Karihaloo, B.L.2
  • 43
    • 0141853760 scopus 로고    scopus 로고
    • A simple method for determining the true specific fracture energy of concrete
    • B.L. Karihaloo, H.M. Abdalla, and T. Imjai A simple method for determining the true specific fracture energy of concrete Mag Concrete Res 55 2003 471 481
    • (2003) Mag Concrete Res , vol.55 , pp. 471-481
    • Karihaloo, B.L.1    Abdalla, H.M.2    Imjai, T.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.