Mesoscale analysis of dry shrinkage fractures in concrete repair systems using FEM and VEM

References

• Bažant, Z.P., Tabbara, M.R, Kazemi, M.T, et al., 1990. Random particle model for fracture of aggregate or fiber composites. Journal of Engineering Mechanics, 116 (8), 1686–1705. doi:10.1061/(ASCE)0733-9399(1990)116:8(1686).
   Web of Science ®Google Scholar
• Bolander, E. John Jr., 2004. Simulation of shrinkage induced cracking in cement composite overlays. Cement and Concrete Composites, 26 (07), 861–871. doi:10.1016/j.cemconcomp.2003.04.001
   Google Scholar
• Carol, I, Lόpez, C.M, and Roa, O, 2001. Micromechanical analysis of quasi-brittle materials using fracture-based interface elements. International Journal for Numerical Methods in Engineering, 52 (1/2), 193–215. doi:10.1002/nme.277
   Web of Science ®Google Scholar
• Courard, L, 2005. Adhesion of repair systems to concrete: influence of interfacial topography and transport phenomena. Magazine of Concrete Research, 57 (05), 273–282. doi:10.1680/macr.2005.57.5.273
   Google Scholar
• Da Veiga, L.B., Brezzi, F, and Marini, L.D., 2013. Virtual elements for linear elasticity problems. SIAM Journal on Numerical Analysis, 51 (02), 794–812. doi:10.1137/120874746
   Google Scholar
• Feng, S, Xiao, H, Liu, R, et al., 2022. The bond properties between ultra-high-performance concrete and Normal strength concrete substrate: bond macro-performance and overlay transition zone microstructure. Cement and Concrete Composites, 128, 104436. doi:10.1016/j.cemconcomp.2022.104436.
   Web of Science ®Google Scholar
• He, Y, Zhang, X, Zhang, Y, et al., 2014. Effects of particle characteristics of lightweight aggregate on mechanical properties of lightweight aggregate concrete. Construction and Building Materials, 72, 270–282. doi:10.1016/j.conbuildmat.2014.07.043
   Web of Science ®Google Scholar
• Idiart, A.E., López, C.M, and Carol, I, 2011. Modeling of drying shrinkage of concrete specimens at the meso-level. Materials and Structures, 44 (02), 415–435. doi:10.1617/s11527-010-9636-2
   Google Scholar
• Jin, H, Tian, Q, and Li, Z, 2022. Crack development of rebar rust in rubberized concrete using mesoscale model. Construction and Building Materials, 321, 126409. doi:10.1016/j.conbuildmat.2022.126409
   Web of Science ®Google Scholar
• Kumar, C.N.S., and Rao, T.D.G., 2012. Punching shear resistance of concrete slabs using mode-II fracture energy. Engineering Fracture Mechanics, 83, 75–85. doi:10.1016/j.engfracmech.2012.01.004
   Web of Science ®Google Scholar
• Kwan, A.K.H., Wang, Z.M, and Chan, H.C, 1999. Mesoscopic study of concrete II: nonlinear finite element analysis. Computers & Structures, 70 (05), 545–556. doi:10.1016/S0045-7949(98)00178-3
   Google Scholar
• Li, S, 2006. Three dimensional simulation of drying shrinkage micro-cracking in numerical concrete reconstructed from CT images. Beijing: Tsinghua University.
   Google Scholar
• Li, S, and Li, Q, 2011. Two dimensional analysis of drying shrinkage micro-cracking in concrete with modified smeared cracking model. Clinical Nuclear Medicine, 28 (12), 65–71.
   Google Scholar
• Liu, Y, Zhang, G, and Zhu, Y, 2008. Study on concrete moisture and drying shrinkage based on mesoscopical damage model. Earth Science Frontiers, 07, 196–200.
   Google Scholar
• Lόpez, C.M., Carol, I, and Aguado, A, 2008. Meso-structural study of concrete fracture using interface elements I: numerical model and tensile behavior. Materials and Structures, 41 (03), 583–599. doi:10.1617/s11527-007-9314-1
   Google Scholar
• Lukovic, M, 2014. A modelling study of drying shrinkage damage in concrete repair systems. Materials, 09 (07), 575. https://www.researchgate.net/publication/273796261. doi:10.3390/ma9070575
   Google Scholar
• Martinola, G, and Wittmann, F.H, 1995. Application of fracture mechanics to optimize repair mortar systems. Fracture Mechanics of Concrete Structures, 02, 1481–1492.
   Google Scholar
• Mohamed, A.R., and Hansen, W, 1999. Micromechanical modeling of crack-aggregate interaction in concrete materials. Cement and Concrete Composites, 21 (05), 349–359. doi:10.1016/S0958-9465(99)00016-5
   Google Scholar
• Reinhardt, H.W.J, Ošbolt, X, Shilang, X, et al., 1997. Shear of structural concrete members and pure mode II testing. Advanced Cement Based Materials, 05 (03), 75–85. doi:10.1016/S1065-7355(96)00003-X
   Google Scholar
• Reinhardt, H.W., and Xu, S, 2000. A practical testing approach to determine mode II fracture energy GIIF for concrete. International Journal of Fracture, 105 (02), 107–125. doi:10.1023/A:1007649004465
   Google Scholar
• Rinaldi, A, 2009. Rational damage model of 2D disordered brittle lattices under uniaxial loading. International Journal of Damage Mechanics, 18 (02), 233–257. doi:10.1177/1056789508097544
   Google Scholar
• Ruan, X, Li, Y, Jin, Z, et al., 2019. Modeling method of concrete material at mesoscale with refined aggregate shapes based on image recognition. Construction and Building Materials, 204, 562–575. doi:10.1016/j.conbuildmat.2019.01.157
   Web of Science ®Google Scholar
• Sadouki, H, and van Mier, J.G.M., 1997. Simulation of hygral crack growth in concrete repair systems. Materials and Structures, 30 (09), 518–526. doi:10.1007/BF02486395
   Google Scholar
• Santos, P.M.D., Julio, E.N.BS., and Silva, V.T.D., 2007. Correlation between concrete-to-concrete bond strength and the roughness of the substrate surface. Construction and Building Materials, 21 (08), 1688–1695. doi:10.1016/j.conbuildmat.2006.05.044
   Google Scholar
• Schlangen, E, and Van Mier, J.G.M., 1992. Micromechanical analysis of fracture of concrete. International Journal of Damage Mechanics, 1 (04), 319–322. doi:10.1177/105678959200100404
   Google Scholar
• Tang, S.B., 2009. Mesoscopic numerical model of thermo-hygro cracking process in concrete. Dalian: Dalian University of Technology.
   Google Scholar
• Tang, S.B., Wang, S.Y., Ma, TH, et al., 2016. Numerical study of shrinkage cracking in concrete and concrete repair systems. International Journal of Fracture, 199 (02), 229–244. doi:10.1007/s10704-016-0108-8
   Google Scholar
• Volokh, K.Y., 2004. Comparison between cohesive zone models. Communications in Numerical Methods in Engineering, 20 (11), 845–856. doi:10.1002/cnm.717
   Google Scholar
• Wang, Z.M., Kwan, A.K.H., and Chan, H.C, 1999. Mesoscopic study of concrete I: generation of random aggregate structure and finite element mesh. Computers & Structures, 70 (05), 533–544. doi:10.1016/S0045-7949(98)00177-1
   Google Scholar
• Wang, X, Zhang, M, and Jivkov, A.P, 2016. Computational technology for analysis of 3D meso-structure effects on damage and failure of concrete. International Journal of Solids and Structures, 80, 310–333. doi:10.1016/j.ijsolstr.2015.11.018
   Web of Science ®Google Scholar
• Wriggers, P, Reddy, B.D, Rust, W, et al., 2017. Efficient virtual element formulations for compressible and incompressible finite deformations. Computational Mechanics, 60 (02), 253–268. doi:10.1007/s00466-017-1405-4
   Google Scholar
• Xie, H, Li, G, and Xiong, G, 2003. Micro-structure of bond interface between new and old concrete and its difference from interface of aggregates-cement pastes. Industralized Construction, 01, 43–45.
   Google Scholar
• Zhang, G, Luo, X, Liu, Y, et al., 2018. Influence of aggregates on shrinkage-induced damage in concrete. Journal of Materials in Civil Engineering, 30 (11), 4018281. doi:10.1061/(ASCE)MT.1943-5533.0002329
   Web of Science ®Google Scholar
• Zhou, J, 2010. Performance of engineered cementitious composites for concrete repairs, Technische Universiteit Delft.
   Google Scholar
• Zhou, Y, Jin, H, and Wang, B, 2020. Drying shrinkage crack simulation and meso-scale model of concrete repair systems. Construction and Building Materials, 247, 118566. doi:10.1016/j.conbuildmat.2020.118566
   Web of Science ®Google Scholar
• Zhu, W.C., and Tang, C.A., 2002. Numerical simulation on shear fracture process of concrete using mesoscopic mechanical model. Construction and Building Materials, 16 (08), 453–463. doi:10.1016/S0950-0618(02)00096-X
   Google Scholar