References
- Ba ant, Z.P. (1983), "Crack band theory for fracture of concrete, RILEM", Materials and Structures, 16(93), 155-177.
- Ba ant, Z.P. (1986), "Determination of fracture properties from size effect tests", J. of Structural Engineering, ASCE, 112(2), 289-307. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:2(289)
- Brhwileer, E. and Wittmann, F.H. (1988), "The wedge splitting test, a method of performing stable fracture mechanics tests", J. of Engineering Fracture Mechanics, 5, 117-125.
- Ba ant, Z.P. and Kazemi, M.T. (1990), "Determination of fracture energy, process zone length and brittleness number from size effect, with application to rock and concrete", Int. J. of Fracture, 44, 111-131. https://doi.org/10.1007/BF00047063
- Ba ant, Z.P. (1996), "Analysis of work-of-fracture method for measuring fracture energy of concrete", J. of Engineering Mechanics, 122(2), 138-144. https://doi.org/10.1061/(ASCE)0733-9399(1996)122:2(138)
- Ba ant, Z.P. (2002), "Concrete fracture models: testing and practice", Engineering Fracture Mechanics, 69, 165-205. https://doi.org/10.1016/S0013-7944(01)00084-4
- Duan, K., Hu, X.-Z. and Wittmann, F.H. (2002), "Explanation of size effect in concrete fracture using nonuniform energy distribution", Materials and Structures, 35, 326-331. https://doi.org/10.1617/13715
- Duan, K., Hu, X.-Z. and Wittmann, F.H. (2003), "Boundary effect on concrete fracture and non-constant fracture energy distribution", Engineering Fracture Mechanics, 70, 2257-2268. https://doi.org/10.1016/S0013-7944(02)00223-0
- Guo, X.H., Tin-Loi, F. and Li, H. (1999), "Determination of quasibrittle fracture law for cohesive crack models", Cement and Concrete Research, 29, 1055-1059. https://doi.org/10.1016/S0008-8846(99)00089-7
- Hillerborg, A. (1983), Analysis of One Single Crack. Fracture Mechanics of Concrete, (edited by F.H. Wittmann), 223-249.
- Hillerborg, A. (1985), "The theoretical basis of method to determine the fracture energy GF of concrete", Materials and Structures, 18(106), 291-296. https://doi.org/10.1007/BF02472919
- Hillemeier, B. and Hilsdorf, H.K. (1977), "Fracture mechanics studies on concrete compounds", Cement and Concrete Research, 7, 523-536. https://doi.org/10.1016/0008-8846(77)90114-4
- Hu, X.Z. and Wittmann, F.H. (1990), "Experimental method to determine extension of fracture process zone", J. of Material Civil Engineering, 2, 15-23. https://doi.org/10.1061/(ASCE)0899-1561(1990)2:1(15)
- Hu, X.-Z. (1992), "Fracture energy and fracture process zone", Materials and Structures, 25, 319-326. https://doi.org/10.1007/BF02472590
- Hu, X.-Z. (2002), "An asymptotic approach to size effect on fracture toughness and fracture energy of composite", Engineering Fracture Mechanics, 69, 555-564. https://doi.org/10.1016/S0013-7944(01)00102-3
- Hu, X.-Z. (2002), "An asymptotic approach to size effect on fracture toughness and fracture energy of composite", Engineering Fracture Mechanics, 69, 555-564. https://doi.org/10.1016/S0013-7944(01)00102-3
- Idem (1991), "An analytical method to determine the bridging stress transferred within the fracture process zone", Cement and Concrete Research, 21, 1118-1128. https://doi.org/10.1016/0008-8846(91)90072-P
- Jeng, Y.S. and Shah, S.P. (1985), "Two parameter fracture model for concrete", J. of Engineering Mechanics, ASCE, 111(10), 1227-1241. https://doi.org/10.1061/(ASCE)0733-9399(1985)111:10(1227)
-
Karihaloo, B.L. and Nallathambi, P. (1990), "Effective crack model for the determination of fracture toughness
$K^{s}_{lc}$ of concrete", 35(4/5), 637-645. https://doi.org/10.1016/0013-7944(90)90146-8 - Murakami(Editor-in-chief) (1987), Stress Intensity Factors Handbook. Pergamon Press, London.
- Robert, Y.L. and Li, Y.-N. (1991), "Study of size effect in concrete using fictitious crack model", J. of Engineering Mechanics, 117(7), 1631-1651. https://doi.org/10.1061/(ASCE)0733-9399(1991)117:7(1631)
- Reinhardt, H.W., Cornelissen, H.A.W. and Hordijk, D.A. (1986), "Tensile tests and failure analysis of concrete", J. of Structural Engineering, 112(11), 2462-2477. https://doi.org/10.1061/(ASCE)0733-9445(1986)112:11(2462)
- RILEM-Draft-Recommandation (50-FCM) (1985), "Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams", Materials and Structures, 18(106), 285-290. https://doi.org/10.1007/BF02472917
- RILEM Technical Committee 89-FMT, "Determination of fracture parameters of plain concrete using three-point bend tests, proposed by RILEM draft recommendations, RILEM", Materials and Structures, 23(138), 457-460.
- Shilang, X. and Reinhardt, H.W. (1998), "Crack extension resistance and fracture properties of quasi-brittle softening materials like concrete based on the complete process of fracture", Int. J. of Fracture, 92, 71-99. https://doi.org/10.1023/A:1007553012684
- Shilang, X. and Reinhardt, H.W. (1999), "Crack extension resistance based on the cohesive force in concrete", Engineering Fracture Mechanics, 64, 563-587. https://doi.org/10.1016/S0013-7944(99)00080-6
- Shilang, X. and Reinhardt, H.W. (1999), "Determination of double-K criterion for crack propagation in quasibrittle fracture, Part: Analytical evaluating and practical measuring methods for three-point bending notched beams", Int. J. of Fracture, 98, 151-177. https://doi.org/10.1023/A:1018740728458
- Zhao Yanhua (2002), "The analytical study on the energy in the fracture process of concrete", Doctoral thesis, Dalian University of Technology.
Cited by
- A three-parameter R-curve of concrete-like quasi-brittle materials vol.78, 2015, https://doi.org/10.1016/j.conbuildmat.2015.01.029
- Four-point bending tests for the fracture properties of concrete vol.211, pp.None, 2019, https://doi.org/10.1016/j.engfracmech.2019.03.004