INORGANIC MATERIALS AND CERAMIC MATRIX COMPOSITES |
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Meso-concrete Modeling and Numerical Simulation Based on Actual Aggregates |
ZHANG Longfei1, XIE Hao2,3, FENG Jili1, *, CHEN Yanwei1
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1 State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China 2 Jinan Rail Transit Group Co., Ltd., Jinan 250014, China 3 School of Qilu Transportation, Shandong University, Jinan 250002, China |
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Abstract The geometry information of actual aggregates can be obtained by laser scanner to build an aggregate library. Then based on the idea of ‘dot matrix' a new random aggregate placement algorithm is proposed, so that a 3D mesoscopic concrete model can be generated, which can truly reflect the shape, distribution and gradation of aggregates in concrete. Simplified 2D plane geometry model was conveniently obtained by cutting the 3D geometry model. The sections of pebble concrete with aggregate content of 40% and gravel concrete with aggregate content of 30%, 40% and 50% were made, and the roughness, roundness and elongation ratio of the aggregates in the sections were statistically analyzed. A script was written using Python to import 2D plane geometry information into ABAQUS for meshing. And a 2D finite element model of meso-concrete can be obtained. Combined with the laboratory experiments, the influence of aggregate type and aggregate content on the failure mechanism of concrete was studied by the finite element method with the cohesive zone model, under uniaxial compressions. Moreover, this method is also effective to study the mesoscale model of materials with random distribution characteristics such as soil-rock mixtures and conglomerates.
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Published: 25 May 2023
Online: 2023-05-23
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Fund:National Key Research and Development Program of China(2016YFC0600901), the National Natural Science Foundation of China (41172116, U1261212) and the Innovation Fund Research Project of State Key Laboratory for Geomechanics & Deep Underground Engineering (Beijing) (SKLGDUEK202220). |
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1 Li J, Ren X D. Journal of Building Structures, 2014, 35(4), 20 (in Chinese). 李杰, 任晓丹. 建筑结构学报, 2014, 35(4), 20. 2 Liang S X, Li J. Engineering Mechanics, 2018, 35(2), 116 (in Chinese). 梁诗雪, 李杰. 工程力学, 2018, 35(2), 116. 3 Schlangen E, Van Mier J G M. International Journal of Damage Mecha-nics, 1992, 1(4), 435. 4 Zhou R X, Song Z H, Lu Y. Computers and Structures, 2017, 192, 96. 5 Huang Y J, Yang Z J, Ren W Y, et al. International Journal of Solids and Structures, 2015, 67, 340. 6 Ren W Y, Yang Z J, Sharma R, et al. Engineering Fracture Mechanics, 2015, 133, 24. 7 Xiong X Y, Xiao Q S. Journal of Hydraulic Engineering, 2019, 50(4), 448 (in Chinese). 熊学玉, 肖启晟. 水利学报, 2019, 50(4), 448. 8 Zhou Y L, Jin H, Wang B L. Construction and Building Materials, 2019, 228, 116785. 9 Yu B T, Liu T, Wang H, et al. Materials Reports, 2021, 35(14), 14058 (in Chinese). 于本田, 刘通, 王焕, 等. 材料导报, 2021, 35(14), 14058. 10 Du X Q, Zhang Z, Lou Z K, et al. Journal of Building Materials, 2020, 23(3), 603 (in Chinese). 杜向琴, 张臻, 娄宗科, 等. 建筑材料学报, 2020, 23(3), 603. 11 Zhu L, Dang F N, Ding W H, et al. China Civil Engineering Journal, 2020, 53(8), 97 (in Chinese). 朱琳, 党发宁, 丁卫华, 等. 土木工程学报, 2020, 53(8), 97. 12 Qin W, Du C B. Engineering Mechanics, 2012, 29(7), 186 (in Chinese). 秦武, 杜成斌. 工程力学, 2012, 29(7), 186. 13 Garboczi E J. Cement and Concrete Research, 2002, 32(10), 1621. 14 Trawinski W, Tejchman J, Bobinski J. Engineering Fracture Mechanics, 2018, 189, 27. 15 Li N, Zhao Y R, Materials Reports, 2021, 35(21), 21169 (in Chinese). 李娜, 赵燕茹. 材料导报, 2021, 35(21), 21169. 16 Li C H, Wang H L, Xu G X. Journal of Central South University (Science and Technology), 2011, 42(2), 463 (in Chinese). 李朝红, 王海龙, 徐光兴. 中南大学学报(自然科学版), 2011, 42(2), 463. 17 Yilmaz O, Molinari J F. Cement and Concrete Research, 2017, 97, 84. 18 Ma H F, Mi S Z, Chen H Q. Journal of China Institute of Water Resources and Hydropower Research, 2006(3), 196 (in Chinese). 马怀发, 芈书贞, 陈厚群. 中国水利水电科学研究院学报, 2006(3), 196. 19 Ma H F, Xu W X, Li Y C. Computers & Structures, 2016, 177, 103. 20 Ma H F, Song L Z, Xu W X. Computers and Structures, 2018, 209, 57. 21 Qin X G, Gu C S, Shao C F, et al. Construction and Building Materials, 2020, 253, 119184. 22 Yang Z J, Huang Y J, Yao F, et al. Engineering Mechanics, 2020, 37(8), 158 (in Chinese). 杨贞军, 黄宇劼, 尧锋, 等. 工程力学, 2020, 37(8), 158. 23 Xie H, Feng J L. Materials, 2019, 12(23), 3835. 24 Xie H. Study on failure process and mechanism of concrete with meso-structure based on cohesive zone model. Ph. D. Thesis, China University of Mining & Technology-Beijing, China, 2020 (in Chinese). 谢浩. 基于内聚力模型的细观混凝土破坏过程及机理研究. 博士学位论文, 中国矿业大学(北京), 2020. 25 Liu W L, Zhang X L, Wang S B. Journal of China Coal Society, 2020, 45(6), 1973 (in Chinese). 刘万里, 张学亮, 王世博. 煤炭学报, 2020, 45(6), 1973. 26 Sui S C, Zhu X S. Scientia Sinica(Technologica), 2020, 50(11), 1449 (in Chinese). 隋少春, 朱绪胜. 中国科学:技术科学, 2020, 50(11), 1449. 27 Xu W X, Chen H S. Computers and Structures, 2013, 114, 35. 28 Hong L, Gu X L. Influences of surface roughness and shape of coarse aggregates on mechanical properties of concrete, Tongji University Press, China, 2018 (in Chinese). 洪丽, 顾祥林. 骨料表面粗糙度及骨料形状对混凝土力学性能的影响, 同济大学出版社, 2018. 29 Dugdale D S. Journal of Mechanics and Physics of Solids, 1960, 8(2), 100. 30 Barenblatt G I. Advances in Applied Mechanics, 1962, 7(1), 55. 31 Han Y D, Zhang J, Wang Z B. Journal of Harbin Institute of Technology, 2013, 45(4), 84 (in Chinese). 韩宇栋, 张君, 王振波. 哈尔滨工业大学学报, 2013, 45(4), 84. |
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