A discrete element simulation of a punch-through shear test to investigate the confining pressure effects on the shear behaviour of concrete cracks |
Shemirani, Alireza Bagher
(Department of Civil Engineering, Sadra Institute of Higher Education)
Sarfarazi, Vahab (Department of Mining Engineering, Hamedan University of Technology) Haeri, Hadi (Young Researchers and Elite Club, Bafgh Branch, Islamic Azad University) Marji, Mohammad Fatehi (Head of Mine Exploitation Engineering Department, Faculty of Mining and Metallurgy, Institution of Engineering, Yazd University) Hosseini, Seyed shahin (Department of Civil Engineering, Aria University of Sciences and Sustainability) |
1 | Haeri, H. and Sarfarazi, V. (2016b), "The effect of non-persistent joints on sliding direction of rock slopes", Comput. Concrete, 17(6), 723-737 DOI |
2 | Haeri, H. and Sarfarazi, V. (2016c), "The deformable multilaminate for predicting the elasto-plastic behavior of rocks", Comput. Concrete, 18, 201-214. DOI |
3 | Haeri, H., Khaloo, A. and Fatehi Marji, M. (2015), "Fracture analyses of different preholed concrete specimens under compression", Acta Mech Sin, 31(6), 855-870. DOI |
4 | Haeri, H., Sarfarazi, V. and Lazemi, H.A. (2016d), "Experimental study of shear behavior of planar non-persistent joint", Comput. Concrete, 17(5), 639-653. DOI |
5 | Haeri, H., Shahriar, K., Marji, M.F. and Moarefvand, P. (2013), "Modeling the propagation mechanism of two random micro cracks in rock Samples under uniform tensile loading", 13th International Conference on Fracture, Beijing, China. |
6 | Kulatilake, P.H.S.W., Malama, B. and Wang, J. (2001), "Physical and particle flow modeling of jointed rock block behavior under uniaxial loading", Int. J. Rock Mech. Min. Sci., 38(5), 641-657. DOI |
7 | Lajtai, E.Z. (1974), "Brittle fracture in compression", Int. J. Fract., 10(4), 525-536. DOI |
8 | Li, J. Y., Zhou, H., Zhu, W. and Li, S. (2016), "Experimental and numerical investigations on the shear behavior of a jointed rock mass", Geosci. J., 20, 371-379. DOI |
9 | Li, S., Wang, H., Li, Y., Li, Q., Zhang, B. and Zhu, H. (2016), "A new minigrating absolute displacement measuring system for static and dynamic geomechanical model tests", Measur., 82, 421-431. |
10 | Li, Y., Zhou, H., Zhu, W., Li, S. and Liu, J. (2015), "Numerical study on crack propagation in brittle jointed rock mass influenced by fracture water pressure", Mater., 8(6), 3364-3376. DOI |
11 | Liu, X., Nie, Z., Wu, S. and Wang, C. (2015), "Self-monitoring application of conductive asphalt concrete under indirect tensile deformation", Case Stud. Constr. Mater., 3, 70-77. DOI |
12 | Mughieda, O. and Karasneh, I. (2006), "Coalescence of offset rock joints under biaxial loading", Geotech. Geolog. Eng., 24(4), 985-999. DOI |
13 | Noel, M. and Soudki, K. (2014), "Estimation of the crack width and deformation of FRP-reinforced concrete flexural members with and without transverse shear reinforcement", Eng. Struct., 59, 393-398. DOI |
14 | Ozcebe, G. (2011), "Minimum flexural reinforcement for T-beams made of higher strength concrete", Can. J. Civil Eng., 26, 525-534. |
15 | Sarfarazi, V. and Haeri, H., (2016a), "Effect of number and configuration of bridges on shear properties of sliding surface", J. Min. Sci., 52(2), 245-257. DOI |
16 | Prudencio, M. (2009), "Study of the strength and failure mode of rock mass with non-persistent joints", Ph.D. Thesis, Catholic University of Chile, Santiago, Chile. |
17 | Prudencio, M. and Van Sint Jan, M. (2007), "Strength and failure modes of rock mass models with non-persistent joints", Int. J. Rock Mech. Min. Sci., 44(6), 890-902 DOI |
18 | Sagong, M. and Bobet, A. (2002), "Coalescence of multiple flaws in a rock-model material in uniaxial compression", Int. J. Rock Mech. Min. Sci., 39(2), 229-241 DOI |
19 | Sahouryeh, E., Dyskin, A.V. and Germanovich, L.N. (2002), "Crack growth under biaxial compression", Eng. Fract. Mech., 69(18), 2187-2198, DOI |
20 | Sardemir, M. (2016), "Empirical modeling of flexural and splitting tensile strengths of concrete containing fly ash by GEP", Comput. Concrete, 17(4), 489-498. DOI |
21 | Sarfarazi, V., Faridi, H.R., Haeri, H. and Schubert, W. (2016b), "A new approach for measurement of anisotropic tensile strength of concrete", Adv. Concrete Constr., 3(4), 269-284 DOI |
22 | Sarfarazi, V., Ghazvinian, A., Schubert, W., Blumel, M. and Nejati, H.R. (2014), "Numerical simulation of the process of fracture of Echelon rock joints", Rock Mech. Rock Eng., 47(4), 1355-1371. DOI |
23 | Sarfarazi, V., Haeri, H. and Khaloo, A. (2016b), "The effect of non-persistent joints on sliding direction of rock slopes", Comput. Concrete, 17(6), 723-737. DOI |
24 | Silva, R.V., Brito, J. and Dhir, R.K. (2015), "Tensile strength behaviour of recycled aggregate concrete", Constr. Build. Mater., 83, 108-118. DOI |
25 | Tiang, Y., Shi, S., Jia, K. and Hu, S. (2015), "Mechanical and dynamic properties of high strength concrete modified with lightweight aggregates presaturated polymer emulsion", Constr. Build. Mater., 93, 1151-1156. DOI |
26 | Tang, C.A., Lin, P., Wong, R.H.C. and Chau, K.T. (2001), "Analysis of crack coalescence in rock-like materials containing three flaws-Part II: numerical approach", Int. J. Rock Mech. Min. Sci., 38(7), 925-939. DOI |
27 | Tang, C.A., Liu, H., Lee, P.K.K., Tsui, Y. and Tham, L.G. (2000a), "Numerical studies of the influence of microstructure on rock failure in uniaxial compression-art I: Effect of heterogeneity", Int. J. Rock Mech. Min. Sci., 37(4), 555-569. DOI |
28 | Tang, C.A., Tham, L.G., Lee, P.K.K., Tsui, Y. and Liu, H. (2000b), "Numerical studies of the influence of microstructure on rock failure in uniaxial compression-Part II: constraint, slenderness and size effect", Int. J. Rock Mech. Min. Sci., 37(4), 571-583. DOI |
29 | Vasarhelyi, B. and Bobet, A. (2000), "Modeling of crack initiation, propa-gation and coalescence in uniaxial compression", Rock Mech. Rock. Eng., 33(2), 119-139 DOI |
30 | Wan Ibrahim, M.H., Hamzah, A.F., Jamaluddin, N., Ramadhansyah, P.J. and Fadzil, A.M. (2015), "Split tensile strength on self-compacting concrete containing coal bottom ash", Procedia-Soc. Behav. Sci., 198, 2280-2289. |
31 | Wang, X., Zhu, Z., Wang, M., Ying, P., Zhou, L. and Dong, Y. (2017), "Study of rock dynamic fracture toughness by using VB-SCSC specimens under medium-low speed impacts", Eng. Fract. Mech., 181, 52-64. DOI |
32 | Tang, C.A. and Kou, S.Q. (1998), "Crack propagation and coalescence in brittle materials under compression", Eng. Fract. Mech., 61(3-4), 311-324. DOI |
33 | Wong, R.H.C. and Einstein, H.H. (2009), "Crack coalescence in molded gypsum and Carrara marble: Part I. macroscopic observations and interpretation", Rock Mech. Rock Eng., 42(3), 475-511. DOI |
34 | Wong, L.N.Y. and Einstein, H.H. (2009a), "Crack coalescence in molded gypsum and Carrara marble: part 1. Macroscopic observations and interpretation", Rock Mech. Rock Eng., 42(3), 475-511 DOI |
35 | Wong, L.N.Y. and Einstein, H.H. (2009b), "Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression", Int. J. Rock Mech. Min. Sci., 46(2), 239-249 DOI |
36 | Wong, R.H.C. and Chau, K.T. (1998), "Crack coalescence in a rock-like material containing two cracks", Int. J. Rock Mech. Min. Sci., 35(2), 147-164. DOI |
37 | Wong, R.H.C., Chau, K.T., Tang, C.A. and Lin, P. (2001), "Analysis of crack coalescence in rock-like materials containing three flaws-part I: experimental approach", Int. J. Rock Mech. Min. Sci., 38(7), 909-924 DOI |
38 | Yang, S.Q. (2015), "An experimental study on fracture coalescence characteristics of brittle sandstone specimens combined various flaws", Geomech. Eng., 8, 541-557 DOI |
39 | Yang, S.T., Hu, X.Z. and Wu, Z.M. (2011), "Influence of local fracture energy distribution on maximum fracture load of threepoint-bending notched concrete beams", Eng. Fract. Mech., 78, 3289-99. DOI |
40 | Yang, Y.F., Tang, C.A. and Xia, K.W. (2012), "Study on crack curving and branching mechanism in quasibrittle materials under dynamic biaxial loading", Int. J. Fract., 177(1), 53-72. DOI |
41 | Yin, P., Wong, R.H.C. and Chau, K.T. (2014), "Coalescence of two parallel preexisting surface cracks in granite", Int. J. Rock Mech. Min. Sci., 68, 66-84 |
42 | Bobet, A. and Einstein, H.H. (1998), "Fracture coalescence in rock-type materials under uniaxial and biaxial compression", Int. J. Rock Mech. Min. Sci., 35(7), 863-888. DOI |
43 | Bahaaddini, M., Sharrock, G. and Hebblewhite, B.K. (2013), "Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression", Comput. Geotech., 49, 206-225. DOI |
44 | Baud, P., Reuschle, T. and Charlez, P, (1996), "An improved wing crack model for the deformation and failure of rock in compression", Int. J. Rock Mech. Min. Sci. Geomech. Abs., 33(5), 539-542. DOI |
45 | Bobet, A. (2001), "A hybridized displacement discontinuity method for mixed mode I-II-III loading", Int. J. Rock Mech. Min. Sci., 38(8), 1121-1134. DOI |
46 | Bobet, A. and Einstein, H.H. (1998), "Numerical modeling of fracture coalescence in a model rock material", Int. J. Fract., 92(3), 221- 252. DOI |
47 | Cundall, P.A. and Strack, O.D.L. (1979), "A discrete numerical model for granular assemblies", Geotechnique, 29(1), 47-65. DOI |
48 | Brown, E.T. (1970), "Strength of models of rock with intermittent joints", J. Soil Mech. Found. Div., ASCE, 96, 1935-1949. |
49 | Chan, H.C.M., Li, V. and Einstein, H.H. (1990), "A hybridized displacement discontinuity and indirect boundary element method to model fracture propagation", Int. J. Fract., 45(4), 263-282. DOI |
50 | Chen, X., Liao, Z.H. and Peng, X. (2013), "Cracking process of rock mass models under uniaxial compression", J. Central South Univ., 20(6), 1661-1678. DOI |
51 | Zhou, X.P., Cheng, H. and Feng, Y.F. (2013), "An experimental study of crack coalescence behaviour in rock-like materials containing multiple flaws under uniaxial compression", Rock Mech. Rock Eng., 47-6, 1961-1986. DOI |
52 | Zhang, H., He, Y., Han, L, Jiang, B., Liang, Z. and Zhong, S. (2009), "Microfracturing characteristics in brittle material containing structural defects under biaxial loading", Comput. Mater. Sci., 46(3), 682-686. DOI |
53 | Zhang, X.P. and Wong, L.N.Y. (2011), "Cracking processes in rock-like material containing a single flaw under uniaxial compression: A numerical study based on parallel bondedparticle model approach", Rock Mech. Rock Eng., 45(5), 711-737. DOI |
54 | Zhang, X.P. and Wong, L.N.Y. (2013), "Crack initiation, propagation and coalescence in rock-like material containing two flaws: a numerical study based on bonded-particle model approach", Rock Mech. Rock Eng., 46(5), 1001-1021. DOI |
55 | Zhu, Z., Xie, H. and Ji, S. (1997), "The mixed boundary problems for a mixed mode crack in a finite plate", Eng. Fract. Mech., 6(5), 647-655. |
56 | Ghazvinian, A., Sarfarazi, V., Schubert, W. and Blumel, M. (2012), "A study of the failure mechanism of planar non-persistent open joints using PFC2D", Rock Mech. Rock Eng., 45(5), 677-693. DOI |
57 | De Bremaecker, J.C. and Ferris, M.C. (2004), "Numerical models of shear fracture propagation", Eng. Fract. Mech., 71(15), 2161-2178. DOI |
58 | Einstein, H.H., Veneziano, D., Baecher, G.B. and O'Reilly, K.J. (1983), "The effect of discontinuity persistence on rock slope stability", Int. J. Rock Mech. Min. Sci. Geomech. Abs., 20(5), 227-36. DOI |
59 | Gerges, N., Issa, C. and Fawaz, S. (2015), "Effect of construction joints on the splitting tensile strength of concrete", Case Stud. Constr. Mater., 3, 83-91. DOI |
60 | Haeri, H. (2015), "Influence of the inclined edge notches on the shear-fracture behavior in edge-notched beam specimens", Comput. Concrete, 16, 605-623, DOI |
61 | Haeri, H. and Sarfarazi, V. (2016a), "The effect of micro pore on the characteristics of crack tip plastic zone in concrete", Comput. Concrete, 17(1), 107-12. DOI |
![]() |