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Articles

Vol. 10 (2023)

Mesoscopic Cohesive Crack Model of Microcapsule Self-Healing Concrete and Its Uniaxial and Triaxial Compression Simulation

DOI
https://doi.org/10.31875/2409-9848.2023.10.05
Submitted
May 4, 2023
Published
2023-05-04

Abstract

Abstract: In practical engineering structures, concrete is usually under a multiaxial stress state. Therefore, it is significant to investigate the mechanical behavior of microcapsule self-healing concrete under triaxial compression. In this study, a three-dimensional mesoscopic cohesive crack model of concrete based on the cohesive element is established to simulate uniaxial compression tests and conventional triaxial tests of concrete with different microcapsule content. The result shows that when the uniaxial compressive loading reaches , a small number of microcracks start to appear, leading to the nonlinear behavior of the stress-strain curve. When the uniaxial compression is loaded near the peak point (), the internal cracks of the sample begin to increase sharply. Different from the crack of the sample in uniaxial compression concentrated in the interfacial transition zone, the crack of the sample in triaxial compression is scattered in the interior of the mortar and the interfacial transition zone, and the greater the confining pressure, the more crack in the mortar.

References

  1. Han NX, Xing F. A Comprehensive Review of the Study and Development of Microcapsule Based Self-Resilience Systems for Concrete Structures at Shenzhen University. Materials 2017; 10(1): 2. https://doi.org/10.3390/ma10010002
  2. Luo SQ, Zhao MH, Jiang ZZ, Liu SH, Yang L, Mao YX, Pan CG. Microwave preparation and carbonation properties of low-carbon cement. Construction and Building Materials 2022; 320: 126239. https://doi.org/10.1016/j.conbuildmat.2021.126239
  3. Zhang W, Zheng QF, Ashour A, Han BG. Self-healing cement concrete composites for resilient infrastructures: A review. Composites Part B-Engineering 2020; 189: 107892. https://doi.org/10.1016/j.compositesb.2020.107892
  4. Wang XF, Chen SC, Ren J, Huang RS, Yang ZH, Wang WL, Liu J. Effect of super absorbent polymer and mineral additives on mechanical, shrinkage and healing properties of self-healing lightweight aggregate concrete under different curing regimes. Construction and Building Materials 2022; 357: 129377. https://doi.org/10.1016/j.conbuildmat.2022.129377
  5. Hu LS. Numerical study on cracking process of concrete based on mesoscopic model. Hangzhou: Zhejiang University 2011. (Chinese) https://cdmd.cnki.com.cn/Article/CDMD-10335-1011050150.htm
  6. Caballero A, Lopez CM, Carol I. 3D meso-structural analysis of concrete specimens under uniaxial tension. Computer Methods in Applied Mechanics and Engineering 2006; 195(52): 7182-7195. https://doi.org/10.1016/j.cma.2005.05.052
  7. Elices M, Guinea GV, Gómez J, Planas J. The cohesive zone model: advantages, limitations and challenges. Engineering Fracture Mechanics 2002; 69(2): 137-163. https://doi.org/10.1016/S0013-7944(01)00083-2
  8. Su XT, Yang ZJ, Liu GH. Monte Carlo simulation of complex cohesive fracture in random heterogeneous quasi-brittle materials: A 3D study. International Journal of Solids and Structures 2010; 47(17): 2336-2345. https://doi.org/10.1016/j.ijsolstr.2010.04.031
  9. Zhang XF, Tian Y, Qin P, Xiao TP, Wu Jiang. Mesoscopic simulation research on uniaxial tension of concrete with deformed aggregates based on cohesion model. Hydroelectric Power 2022; 48(05): 73-77. (Chinese) https://www.cnki.com.cn/Article/CJFDTotal-SLFD202205014.htm
  10. Yang ZJ, Huang YJ, Yao F, Liu GH. 3D random mesoscopic concrete discrete fracture simulation based on bonded elements. Engineering Mechanics 2020; 37(08): 158-166. (Chinese). http://dx.doi.org/10.6052/j.issn.1000-4750.2019.09.0559
  11. Liu YH. Modeling analysis of asphalt concrete skeleton evolution. Yichang: China Three Gorges University 2022. (Chinese). https://doi.org/10.27270/d.cnki.gsxau.2022.000304
  12. Deng ZH, Huang HQ, Ye BL, Xiang P. Mechanical Performance of RAC under True-Triaxial Compression after High Temperatures. Journal of Materials in Civil Engineering 2020; 32(8): 04020194. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003231
  13. Su BY, Zhou ZW, Li ZQ, Wang ZH, Shu XF. Experimental investigation on the mechanical behavior of foamed concrete under uniaxial and triaxial loading. Construction and Building Materials 2019; 209: 41-51. https://doi.org/10.1016/j.conbuildmat.2019.03.097
  14. Mo Y. Experimental study on size effect of concrete triaxial compression performance and mesoscopic numerical simulation. ChangSha: Hunan University 2019. (Chinese) https://cdmd.cnki.com.cn/Article/CDMD-10532-1020601676.htm
  15. Wang XF, Yang ZJ, Yates JR, Jivkov AP, Zhang C. Monte Carlo simulations of mesoscale fracture modelling of concrete with random aggregates and pores. Construction and Building Materials 2015; 75: 35-45. https://doi.org/10.1016/j.conbuildmat.2014.09.069
  16. Liu YP. Simulation of mesoscopic damage and fracture of concrete based on cohesive crack model. Beijing: China Academy of Engineering Physics 2018. (Chinese) https://cdmd.cnki.com.cn/Article/CDMD-82818-1018070467.htm
  17. Xu DY, Feng BL, Guo JZ. FCM and Fracture Energy of Mode Ⅱ Fracture of Concrete. Journal of Hohai University, 1990, (03): 8-14. (Chinese) http://www.cqvip.com/qk/91502x/19903/276664.html
  18. Wang XF, Liang JR, Ren J, Wang WL, Liu J, Xing F. Performance of microcapsule-based self-healing concrete under multiaxial compression with large axial strain: Mechanical properties failure mode, and pore structure. Construction and Building Materials 2022; 350: 128866. https://doi.org/10.1016/j.conbuildmat.2022.128866
  19. Wang XF, Liang JR, Ren J, Wang WL, Liu J, Xing F. Constitutive relations, mechanical behaviour, and failure criterion of microcapsule-based self-healing concrete under uniaxial and triaxial compression. Journal of Building Engineering 2023; 65: 105773. https://doi.org/10.1016/j.jobe.2022.105773
  20. Song YP. Constitutive relations and failure criteria of various concrete materials. Beijing: China Water&Power Press 2002. (Chinese)
  21. Xiao J, Long X, Qu WJ, Li L, Jiang HB, Zhong ZC. Influence of sulfuric acid corrosion on concrete stress-strain relationship under uniaxial compression. Measurement 2022; 187: 110318. https://doi.org/10.1016/j.measurement.2021.110318
  22. Wang GS, Lu DC, Zhou X, Wu YF, Du XL, Xiao Y. A stress-path-independent damage variable for concrete under multiaxial stress conditions. International Journal of Solids and Structures 2020; 206: 59-74. https://doi.org/10.1016/j.ijsolstr.2020.09.012
  23. Zhou W, Feng P, Lin HW. Constitutive relations of coral aggregate concrete under uniaxial and triaxial compression. Construction and Building Materials 2020; 251: 118957. https://doi.org/10.1016/j.conbuildmat.2020.118957