Investigation of the interaction between concrete-gypsum interface and internal notch using experimental test and numerical simulation

References

• Andjelkovic, V., N. Pavlovic, Z. Lazarevic, and V. Nedovic. 2015. Modelling of shear characteristics at the concrete–rock mass interface. International Journal of Rock Mechanics and Mining Sciences 76:222–36. doi: 10.1016/j.ijrmms.2015.03.024.
   Web of Science ®Google Scholar
• Banichuk, N. V., S. Y. Ivanova, E. V. Makeev, and A. V. Sinitsin. 2005. Optimal shape design of axisymmetric shells for crack initiation and propagation under cyclic loading. Mechanics Based Design of Structures and Machines 33 (2):253–69. doi:10.1081/SME-2000118709.
   Web of Science ®Google Scholar
• Chang, X., J. Lu, S. Wang, and S. Wang. 2018. Mechanical performances of rock-concrete bi-material disks under diametrical compression. International Journal of Rock Mechanics and Mining Sciences 104:71–7. doi:10.1016/j.ijrmms.2018.02.008.
   Web of Science ®Google Scholar
• Chen, J. T., and F. C. Wong. 1997. Analytical derivations for one-dimensional eigen problems using dual boundary element method and multiple reciprocity method. Engineering Analysis with Boundary Elements 20 (1):25–33. doi:10.1016/S0955-7997(97)00032-5.
   Web of Science ®Google Scholar
• Dong, W., D. Yang, X. Zhou, G. Kastiukas, and B. Zhang. 2017. Experimental and numerical investigations on fracture process zone of rock–concrete interface. Fatigue & Fracture of Engineering Materials & Structures 40 (5):820–35. doi:10.1111/ffe.12558.
   Web of Science ®Google Scholar
• Edke, M. S., and K.-H. Chang. 2010. Shape sensitivity analysis for 2D mixed mode fractures using extended FEM (XFEM) and level set method (LSM). Mechanics Based Design of Structures and Machines 38 (3):328–47. doi:10.1080/15397731003744579.
   Web of Science ®Google Scholar
• Fishman Yu, A. 2008. Features of shear failure of brittle materials and concrete structures on rock foundations. International Journal of Rock Mechanics and Mining Sciences 45 (6):976–92. doi:10.1016/j.ijrmms.2007.09.011.
   Web of Science ®Google Scholar
• Fishman Yu, A. 2009. Stability of concrete retaining structures and their interface with rock foundations. International Journal of Rock Mechanics and Mining Sciences 46 (6):957–66. doi:10.1016/j.ijrmms.2009.05.006.
   Web of Science ®Google Scholar
• Flansbjer, M. and J. Magnusson. 2014. System design of dome plug mechanical properties of rock-concrete interface. Swedish Nuclear Fuel and Waste Management Co Report No: P-13-38, 53.
   Google Scholar
• Ghanaat, Y. 2004. Failure modes approach to safety evaluation of dams. Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, paper No. 1115.
   Google Scholar
• Golewski, G. L. 2019a. A novel specific requirements for materials used in reinforced concrete composites subjected to dynamic loads. Composite Structures 223:110939. doi:10.1016/j.compstruct.2019.110939.
   Web of Science ®Google Scholar
• Golewski, G. L. 2019b. New principles for implementation and operation of foundations for machines: A review of recent advances. Structural Engineering and Mechanics 71:317–27. doi:10.12989/sem.2019.71.3.317.
   Web of Science ®Google Scholar
• Golewski, G. L. 2020. Energy savings associated with the use of fly ash and nanoadditives in the cement composition. Energies 13 (9):2184. doi:10.3390/en13092184.
   Web of Science ®Google Scholar
• Golewski, G. L., and T. Sadowski. 2016. A study of mode III fracture toughness in young and mature concrete with fly ash additive. Solid State Phenomena 254:120–5.
   Google Scholar
• Hong, C. W., S. W. Jeon, and H. M. Choi. 2002. Shear deformation and failure characteristics of rock-concrete interfaces. Journal of the Korean Society of Civil Engineers 22 (6C):673–80.
   Google Scholar
• Hosseini, K., M. Safarabadi, M. Ganjiani, E. Mohammadi, and A. Hosseini. 2020. Experimental and numerical fatigue life study of cracked AL plates reinforced by glass/epoxycomposite patches in different stress ratios. Mechanics Based Design of Structures and Machines. doi:10.1080/15397734.2020.1714448.
   Web of Science ®Google Scholar
• Kacker, R., Singh, S. B., and T. Raghupathi. 2018. Investigation on critical triaxiality along unified yield loci at crack tip under mixed mode (I + II) fracture. Mechanics Based Design of Structures and Machines 46 (4):440–54. doi:10.1080/15397734.2017.1357476.
   Web of Science ®Google Scholar
• Marji, M. F. 2013. On the use of power series solution method in the crack analysis of brittle materials by indirect boundary element method. Engineering Fracture Mechanics 98:365–82. doi:10.1016/j.engfracmech.2012.11.015.
   Web of Science ®Google Scholar
• Marji, F., M. H. Hosseini-Nasab, and A. H. Kohsary. 2007. A new cubic element formulation of the displacement discontinuity method using three special crack tip elements for crack analysis. Journal of Solids and Structures 1 (1):61–91.
   Google Scholar
• Potyondy, D., Cundall, P. 2004. A bonded-particle model for rock. International Journal of Rock Mechanics and Mining Sciences 41 (8):1329–64. doi:10.1016/j.ijrmms.2004.09.011.
   Web of Science ®Google Scholar
• Saiang, D., L. Malmgren, and E. Nordlund. 2005. Laboratory tests on Shotcrete-rock joints in direct shear, tension and compression. Rock Mechanics and Rock Engineering 38 (4):275–97. doi:10.1007/s00603-005-0055-6.
   Web of Science ®Google Scholar
• Sarfarazi, V., H. R. Faridi, H. Haeri, and W. Schubert. 2015. A new approach for measurement of anisotropic tensile strength of concrete. Advances in Concrete Construction 3 (4):269–84. doi:10.12989/acc3.4.269.
   Web of Science ®Google Scholar
• Sarfarazi, V., A. Ghazvinian, W. Schubert, M. Blumel, and H. R. Nejati. 2014. Numerical simulation of the process of fracture of Echelon rock joints. Rock Mechanics and Rock Engineering 47 (4):1355–71. doi:10.1007/s00603-013-0450-3.
   Web of Science ®Google Scholar
• Sarfarazi, V., and H. Haeri. 2016a. Effect of number and configuration of bridges on shear properties of sliding surface. Journal of Mining Science 52 (2):245–57. doi:10.1134/S1062739116020370.
   Web of Science ®Google Scholar
• Sarfarazi, V., H. Haeri, and A. Khaloo. 2016b. The effect of non-persistent joints on sliding direction of rock slopes. Computers and Concrete 17 (6):723–37. doi:10.12989/cac.2016.17.6.723.
   Web of Science ®Google Scholar
• Seidel, J. P., and C. M. Haberfield. 2002. Laboratory testing of concrete-rock joints in constant normal stiffness direct shear. Geotechnical Testing Journal 25 (4):391–404.
   Web of Science ®Google Scholar
• Shemirani, A. B., V. Sarfarazi, H. Haeri, M. Fatehi Marji, and S. S. Hosseini. 2018. A discrete element simulation of a punch-through shear test to investigate the confining pressure effects on the shear behaviour of concrete cracks. Computers and Concrete 21 (2):189–97. doi:10.12989/cac.2018.21.2.189.
   Web of Science ®Google Scholar
• Slovinsky, W. S., and P. Hutapea. 2010. Influence of bolting parameters on the ultimate tensile strength and stiffness of composite-metal joints. Mechanics Based Design of Structures and Machines 38 (2):261–71. doi:10.1080/15397730903476316.
   Web of Science ®Google Scholar
• Sujatha, V., and J. M. Chandra Kishen. 2003. Energy release rate due to friction at bimaterial interface in dams. Journal of Engineering Mechanics 129 (7):793–800. doi:10.1061/(ASCE)0733-9399(2003)129:7(793).
   Web of Science ®Google Scholar
• Tao, X., Q. Yanjun, and J. Zezhong. 2004. Study on distribution feature of fracture toughness on rock-concrete interface. Chinese Journal of Rock Mechanics and Engineering 23 (13):2225–9.
   Google Scholar
• Tian, H. M., W. Z. Chen, D. S. Yang, and J. P. Yang. 2015. Experimental and numerical analysis of the shear behaviour of cemented concrete-rock joints. Rock Mechanics and Rock Engineering 48 (1):213–22. doi:10.1007/s00603-014-0560-6.
   Web of Science ®Google Scholar
• Torabi, J., and R. Ansari. 2020. Numerical phase-field vibration analysis of cracked functionally graded GPL-RC plates. Mechanics Based Design of Structures and Machines. doi:10.1080/15397734.2020.1809454.
   Web of Science ®Google Scholar
• Xiao, D., S. Qing, S. Du, H. Xiao, T. Wang, and L. Zhao. 2020. Comprehensive investigations and simulation study on the mechanism of crack initiation and propagation of compressor blade’s tenon. Mechanics Based Design of Structures and Machines doi:10.1080/15397734.2020.1794890.
   Web of Science ®Google Scholar
• Yang, S., L. I. Song, Z. H. E. Li, and S. Huang. 2008. Experimental investigation on fracture toughness of interface crack for rock/concrete. International Journal of Modern Physics B 22 (31 and 32):6141–8. doi:10.1142/S0217979208051704.
   Web of Science ®Google Scholar
• Zhong, H., E. T. Ooi, C. Song, T. Ding, G. Lin, and H. Li. 2014. Experimental and numerical study of the dependency of interface fracture in concrete-rock specimens on mode mixity. Engineering Fracture Mechanics 124–125:287–309. doi:10.1016/j.engfracmech.2014.04.030.
   Web of Science ®Google Scholar