Abstract
Resin-mineral composites have a complex mesoscopic structure, the interfacial transition zone (ITZ) as its weak zone has a great influence on the damage performance of the material. Although the partial numerical simulation can reveal the influencing mechanism of the interfacial properties on the damage evolution at the mesoscopic scale, the accuracy of current digital model is low and the defined interval of the ITZ thickness is unknown, which makes it difficult to effectively describe the damage behavior of the material. To address the above problems, this paper establishes a four-media discrete element model which containing coarse aggregate, resin mortar, ITZ, and porous, investigating the variation of mechanical properties of the material, the distribution pattern of microcracks and the energy dissipation mechanism. The results show that the damaged process can be divided into four stages by considering the variation rate of microcrack increment as the criteria, which contain elastic compression, crack initiation, crack expansion, and post-peak damage, also the peak stress together with the elastic modulus of the material linearly increase with the increase of the interfacial strength, the crack initiation stress and damage stress have a well fitted relationship with the interfacial strength. Then, the energy evolution of the damage process is monitored, which indicates that the separation point of the strain energy and boundary energy curves in the pre-peak stage is influenced by the interfacial strength, and the growth rate of friction energy and damping energy rapidly increases in the post-peak stage. In conclusion, the evolutionary mechanism of the microcracks during loading is analyzed, it is observed that the internal microcracks initially emerge in the ITZ, furtherly connecting with the microcracks of the resin mortar to form the X-shaped fracture surface. The results reveal that the interfacial strength has a greater influence on the damage mechanism of the material, which can provide the reference for the precise design of some structural parts.
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References
Ma Y, Li F, Wang L, Wang G, Kong L (2021) Life cycle carbon emission assessments and comparisons of cast iron and resin mineral composite machine tool bed in China. Int J Adv Manuf Technol 113:1143–1152. https://doi.org/10.1007/s00170-021-06656-9
Pedersen RR, Simone A, Sluys LJ (2013) Mesoscopic modeling and simulation of the dynamic tensile behavior of concrete. Cem Concr Res 50:74–87. https://doi.org/10.1016/j.cemconres.2013.03.021
Leemann A, Loser R, Münch B (2010) Influence of cement type on ITZ porosity and chloride resistance of self-compacting concrete. Cement Concr Compos 32(2):116–120. https://doi.org/10.1016/j.cemconcomp.2009.11.007
Li ZL, Deng CL, Zhang GH (2016) A predictive model of effective elastic modulus of concrete under influence of aggregate gradation. J Hydraul Eng 43:108–144. https://doi.org/10.13243/j.cnki.slxb.20150656
Jin L, Yu WX, Du XL, Zhang S, Yang WX, Li D (2019) Research on size effect of dynamic compressive strength of concrete based on meso-scale simulation. Eng Mech 36(11):50–61. https://doi.org/10.6052/j.issn.1000-4750.2018.06.0363
Yang ZJ, Huang YJ, Yao F, Liu GH (2020) Three-dimensional meso-scale cohesive fracture modeling of concrete using a python script in ABAQUS. Eng Mech 37(8):158–166. https://doi.org/10.6052/j.issn.1000-4750.2019.09.0559
Zheng JJ, Miao CX, Zhang J, Xie M (2013) a Study on mesoscopical properties of interface between geogrid and sand by DEM. J Huazhong Univ Sci Technol (Nat Sci Edn) 41(7):5–9. https://doi.org/10.13245/j.hust.2013.07.002
Zhang S, Zhang C, Liao L, Wang C (2018) Numerical study of the effect of ITZ on the failure behaviour of concrete by using particle element modelling. Constr Build Mater 170:776–789. https://doi.org/10.1016/j.conbuildmat.2018.03.040
Ren NN (2015) Preparation and property study of resin mineral composite for machine tool. Nanjing University of Science and Technology, Nanjing
Yin HP, Li YT, Huang H (2022) Modeling and evaluation of aggregate based on the influence of geometry morphology. J Southwest Jiaotong Univ 57(06):1184–1192. https://doi.org/10.6052/j.issn.1000-4750.2022.04.0296
Jin L, Yu W, Li D, Du X (2021) Numerical and theoretical investigation on the size effect of concrete compressive strength considering the maximum aggregate size. Int J Mech Sci 192:106130. https://doi.org/10.1016/j.ijmecsci.2020.106130
Liao KY, Chang PK, Peng YN, Yang CC (2004) A study on characteristics of interfacial transition zone in concrete. Cem Concr Res 34(6):977–989. https://doi.org/10.1016/j.cemconres.2003.11.019
Sheng PY, Zhang JZ, Ji Z, Wang SZ (2018) FEM simulation and optimization on the elastic modulus and thermal expansion ratio of polymer-mineral composite. Constr Build Mater 167:524–535. https://doi.org/10.1016/j.conbuildmat.2018.02.051
Liu W, Bian LC (2018) Influences of inclusions and corresponding interphase on elastic properties of composites. Arch Appl Mech 88:1507–1524. https://doi.org/10.1007/s00419-018-1384-8
Bai WF, Chen JY, Fan SL (2008) Prediction of compressive strength of moisture concrete by meso-inclusion theory. Eng Mech 25(11):134–140. https://doi.org/10.26549/gcjsygl.v2i3.726
Stock AF, Hannantt DJ, Williams RIT (1979) The effect of aggregate concentration upon the strength and modulus of elasticity of concrete. Mag Concr Res 31(109):225–234. https://doi.org/10.1680/macr.1979.31.109.225
Adajar JB, Alfaro M, Chen Y, Zeng Z (2021) Calibration of discrete element parameters of crop residues and their interfaces with soil. Comput Electron Agric 188:106349. https://doi.org/10.1016/j.compag.2021.106349
Huang H, Zhang SY, He ZX, Qiu LM (2016) Analysis and optimization of parameters of machine tool in structure design based on the cutting dynamics with. Uncertainty 35(18):82–90. https://doi.org/10.13465/j.cnki.jvs.2016.14.014
Wang J, Fu JX, Sun WD, Zhang YF, Wang Y (2020) Particle flow simulation of mechanical properties sand microcrack evolution characteristics of rock-back fill combined mode. J China Univ Min Technol 49(03):453–462. https://doi.org/10.13247/j.cnki.jcumt.001150
Liu J, Cong Y, Zhang LM, Wang ZQ (2021) Mesoscopic damage mechanism of granite under true triaxial loading and unloading. J Central South Univ (Sci Technol) 52(08):2677–2688. https://doi.org/10.11817/j.issn.1672-7207.2021.08.015
Zhang GK, Li HB, Xia X, Li JR, Yu C, Liu JS (2015) Research on energy and damage evolution of rock under uniaxial compression. Rock Soil Mech 36:94–100. https://doi.org/10.16285/j.rsm.2015.S1.016
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The authors acknowledge the financial support from the National Natural Science Foundation of China (51965037 and 51565030) and the Science and Technology Program of Gansu Province of China (23JRRH0005). The authors also acknowledge the reviewer’s work contributing to this article.
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Among the authors, WL conceived the idea of the study and revised the manuscript critically for important intellectual content, YL constructed the model and wrote the initial draft of the paper, JX analyzed the data, HH supervises and guides the study topics.
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Li, W., Li, Y., Xin, J. et al. The effect of interfacial strength on the mesoscopic damage characteristics of resin-mineral composite based on PFC3D. Comp. Part. Mech. 11, 853–865 (2024). https://doi.org/10.1007/s40571-023-00657-z
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DOI: https://doi.org/10.1007/s40571-023-00657-z