期刊文献+

水泥基材料微观分析模型颗粒与像素关系研究 被引量:7

The relationship of particles and pixels of micro-numerical models of cement-based materials
原文传递
导出
摘要 水泥基材料水化全过程微观数值模拟是研究水泥基材料性能最先进的方法之一。在构建水泥颗粒模型过程中,颗粒与所包含像素的关系会影响模拟的合理性和精确性,并影响颗粒投放的精准度。根据不同的规则建立了不同的颗粒与包含像素的参数关系,与现有国外的一种参数关系进行对比验证。进一步研究了颗粒移动后颗粒与像素的关系,掌握了颗粒移动后对应的像素变化规律,通过移动较小粒径的颗粒实现"振捣"的效果,达到密实填充,为高密度颗粒模型的投放奠定基础。同时分析了数值模拟的计算误差,实际应用时要根据水泥颗粒级配的实际情况选取合适的精度。 The micro-numerical simulation of hydration process of cement-based materials is one of themost advanced methods of the research on the cement-base materials' performance. During the calculationprocess, the relationship of the particles and the including pixels will affect the reasonability and accuracyof the numerical simulation as well as the accuracy of packing particles. The relationship between particlesand pixels, established based on the different mathematical regulations, was compared and validated by anavailable foreign relationship. Besides,the further research conducted to figure out the relationships of parti-cles and pixels with the particle motion. It is found that the"vibration" can be realized and the particlescan be compacted when moving the small particles,which is of great significance for optimization of parti-cles' packing. Meanwhile, the numerical simulation error was analyzed to put forward that the appropriateaccuracy of cement particles should be selected when using actual application.
出处 《水利学报》 EI CSCD 北大核心 2016年第7期865-872,共8页 Journal of Hydraulic Engineering
基金 国家自然科学基金项目(51274192 51309090) 深部岩土力学与地下工程国家重点实验室开放基金(SKLGDUEK1414)
关键词 水泥基材料 微观 数值分析 颗粒与像素 颗粒投放 cement-based material micro numerical analysis particles and pixels packing the particles
  • 相关文献

参考文献15

  • 1Bernard F, Kamali-Bernard S, Prince W . 3D multi-scale modeling of mechanical behavior of sound and leached mortar[J] . Cement and Concrete Research, 2008, 38(4) : 449-458 . 被引量:1
  • 2Bernard O, Ulm F J, Lemarchand E . A multiscale micromechanics-hydration model for the early-age elastic properties of cement-based materials[J] . Cement and Concrete Research, 2003, 33(9) : 1293-1309 . 被引量:1
  • 3Su Huaizhi, Hu iang, Tong Jianjie, et al. Rate effect on mechanical properties of hydraulic concrete tlexural-ten- sile specimens under low loading rates using acoustic emission technique[J] . Ultrasonics, 2012, 52:890-904 . 被引量:1
  • 4Bentz D P, Garboczi E J, Haecker C J, et al . Effects of cement particle size distribution on performance proper- ties of Portland cement-based materials[Jl . Cement and Concrete Research, 1999, 29(10) : 1663-1671 . 被引量:1
  • 5Jennings H M, Johnson S K . Simulation of microstructure development during the hydration of a cement compound [J] . Journal of the American Ceramic Society, 2005, 69( 11 ) : 790-795 . 被引量:1
  • 6Van Breugel K . Simulation of Hydration and Formation of Structure in Hardening Cement-based Materials[D] . Ph. D Thesis . Delft University of Technology, 1991 . 被引量:1
  • 7Meakawa K, Chaube R, Kishi T. Modelling of Concrete Performance: Hydration, Microstrueture Formation, and Mass Transport[ M ] . Taylor & Francis, 2009 . 被引量:1
  • 8Bentz D P, Garboczi E J . Percolation of phase in a three-dimensional cement paste microstruetural model[J] . Ce- ment and Concrete Research, 1991, 21(2) : 32-344 . 被引量:1
  • 9Bentz D P . Guide to using CEMHYD3D: A Three-Dimensional Cement Hydration and Microstructure Develop- ment Modelling Package[ M ] . Version 1.0. National Institute of Standards and Technology, 1997 . 被引量:1
  • 10Bentz D P . Guide to using CEMHYD3D: A Three-Dimensional Cement Hydration and Microstrueture Develop- ment Modelling Package[ M] . Version 2.0. National Institute of Standards and Technology, 2000 . 被引量:1

二级参考文献19

  • 1陈厚群,马怀发,李运成.随机骨料模型形态对大坝混凝土弯拉强度的影响[J].中国水利水电科学研究院学报,2007,5(4):241-246. 被引量:8
  • 2孙立国,杜成斌,戴春霞.大体积混凝土随机骨料数值模拟[J].河海大学学报(自然科学版),2005,33(3):291-295. 被引量:62
  • 3胡江.混凝土坝老化病害及其影响的递进分析方法[D].南京:河海大学.2013. 被引量:1
  • 4BERNARD F, KAMALI-BERNARD S, PRINCE W. 3D multi-scale modeling of mechanical behavior of sound and leached mortar [ J]. Cement and Concrete Research, 2008,38(4) :449-458. 被引量:1
  • 5BERNARD O, ULM F J, LEMARCHAND E. A multiscale micromechanics-hydration model for the early-age elastic properties of cement-based materials [ J ]. Cement and Concrete Research, 2003,33 ( 9 ) : 1293-1309. 被引量:1
  • 6SU Huaizhi, HU Jiang, TONG Jianjie, et al. Rate effect on mechanical properties of hydraulic concrete flexural-tensile specimens under low loading rates using acoustic emission technique [ J]. Ultrasonics, 2012, 52:890-904. 被引量:1
  • 7BENTZ D P, GARBOCZI E J, HAECKER C J, et al. Effects of cement particle size distribution on performance properties of portland cement-based materials [ J]. Cement and Concrete Research, 1999, 29(10) :1663-1671. 被引量:1
  • 8COENEN E W C, KOUZNETSOVA V, BOSCO E, et al. A multi-scale approach to bridge mieroscale damage and macroscale failure : a nested computational homogenization-localization framework [ J]. International Journal of Fracture, 2012, 178 (1/2) : 157-178. 被引量:1
  • 9WU T, TEMIZER I, WRIGGERS P. Computational thermal homogenization of concrete [ J ]. Cement & Concrete Composites, 2013.35(1) :59-70. 被引量:1
  • 10NGUYEN V P, LAMBERTUS M S, SLUYS L J. Multiscale failure modeling of concrete: micromechanical modeling, discontinuous homogenization and parallel computations [ J]. Computer Methods in Applied Mechanics and Engineering, 2012, 201-204 : 139-156. 被引量:1

共引文献4

同被引文献66

引证文献7

二级引证文献31

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部