期刊文献+

模型再生混凝土二维Cl^-扩散细观数值模拟 被引量:4

Meso-level Numerical Simulation on Two-dimensional Chloride Diffusion in Modeled Recycled Aggregate Concrete
下载PDF
导出
摘要 根据再生混凝土各相介质Cl-扩散率和几何参数建立了数值模型,对模型再生混凝土二维Cl-扩散性进行数值模拟,研究了再生混凝土的Cl-扩散特性.通过变化再生粗骨料取代率、新(老)硬化水泥砂浆扩散率、老硬化水泥砂浆厚度以及界面过渡区(ITZ)扩散率对再生混凝土中Cl-扩散性能进行了对比分析.结果表明:模型再生混凝土内部Cl-浓度非均匀分布,Cl-浓度沿着扩散深度波浪式下降,再生粗骨料取代率、水泥砂浆、ITZ等的变化对Cl-浓度的影响随着扩散深度的增加而逐渐变大,且在ITZ处的影响较为明显. According to the chloride diffusivity and geometric parameter of the five-phase recycled aggregate concrete(RAC),the chloride diffusion characteristics in modeled RAC is numerically simulated.The effect of relevant parameters such as the replacement ratio of recycled coarse aggregate,the diffusivity of new and old hardened cement mortar and the interfacial transition zones as well as the thickness of old hardened cement mortar on the diffusion properties of RAC is analyzed comparatively.The results obtained from the numerical simulation indicate that the distribution of chloride concentration is non-uniform within the modeled RAC;and the chloride concentration in RAC declines wavelike along the diffusion depth.Furthermore,the influence of recycled coarse aggregate replacement ratio,cement mortar,ITZ,etc.,on the chloride concentration increases distinctly with the depth,and more obvious at the ITZ.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第7期1051-1057,共7页 Journal of Tongji University:Natural Science
基金 国家自然科学基金(51178340) 上海市科委项目(10231202000)
关键词 模型再生混凝土 细微观 氯离子(Cl-)扩散 数值模拟 modeled recycled aggregate concrete meso-level Cl-diffusion numerical simulation
  • 相关文献

参考文献22

  • 1Poon C S, Shui Z H, Lam L. Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates [J]. Construction and Building Materials, 2004, 18 (6):461.
  • 2寇世聪,C S Poon.Compressive Strength, Pore Size Distribution and Chloride-ion Penetration of Recycled Aggregate Concrete Incorporating Class-F Fly Ash[J].Journal of Wuhan University of Technology(Materials Science),2006,21(4):130-136. 被引量:13
  • 3Otsuki N, Miyazato S, Yndsudjai W. Influence of recycled aggregate on interfacial transition zone, strength, chloride penetration and carbonation of concrete [J]. Journal of Materials in Civil Engineering, 2003, 15(5): 443.
  • 4Fraser J B. Accelerated testing protocol for durability of roller compacted recycled aggregate concrete (RCRAC) [D]. Boca Raton: Florida Atlantic University, 2008.
  • 5Du T, Fang L B, Liu Z X, et al. The chloride ion penetrability in recycled aggregate concrete with mineral admixtures[C]// Proceedings of the 10th International Symposium on Structural Engineering for Young Experts. Changsha: Science Press, 1835-1842.
  • 6吴瑾.再生混凝土抗氯离子渗透性试验研究[C]//首届全国再生混凝土研究与应用学术交流会.上海:同济大学,2008:290-296.
  • 7Tam V W Y, Tam C M. Assessment of durability of recycled aggregate concrete produced by two-stage mixing approach [J]. Journal of Materials Science, 2007, 42(10).- 3592.
  • 8Kong D Y, Lei T, Zheng J J, et al. Effect and mechanism of surface-coating pozzalanics materials around aggregate on properties and ITZ microstructure of recycled aggregate concrete [J]. Construction and Building Materials, 2010, 24 (5) : 701.
  • 9Villagran-Zaccardi Y A, Zega C J, Di Maio A A. Chloride penetration and binding in recycled concrete [J]. Journal of Materials in Civil Engineering, 2008, 20(6): 449.
  • 10Zeng Y W. Modeling of chloride diffusion in hetero-structured concretes by finite element method [J ]. Cement & Concrete Composites, 2007, 29(7): 559.

二级参考文献27

  • 1王栋民,左彦峰,欧阳世翕.氯离子在掺不同矿物质掺合料高性能混凝土中的扩散性能(英文)[J].硅酸盐学报,2004,32(7):858-861. 被引量:26
  • 2谢友均,刘宝举,刘伟.矿物掺合料对高性能混凝土抗氯离子渗透性能的影响[J].铁道科学与工程学报,2004,1(2):46-51. 被引量:87
  • 3肖建庄,李佳彬,孙振平,郝眩明.再生混凝土的抗压强度研究[J].同济大学学报(自然科学版),2004,32(12):1558-1561. 被引量:303
  • 4Buyukozturk O, Nilson A H, Slate F O. Stress- strain response and fracture of a concrete model in biaxial loading [J]. ACI Journal, 1971,68 (8) : 590.
  • 5Tama V W Y,Gaob X F,Tama C M. Microstructural analysis of recycled aggregate concrete produced from two-stage mixing approach [J]. Cement and Concrete Research, 2005, 35 (6) : 1195.
  • 6吴科如,张雄.建筑材料[M].上海:同济大学出版社,1994.
  • 7Olley P. Construction materials reference book [ M ]. Butterworth: Oxford Press, 1992.
  • 8Maso J C. Interfacial transition zone in concrete[R]. Toulouse: E & FN Spon, 1996.
  • 9Lutz M P, Monteiro P J M, Zimmerman R W. Inhomogeneous interfacial transition zone model for the bulk modulus of mortar [J]. Cement Concrete Research, 1997,27 (7) : 1117.
  • 10Rasheeduzzafar I B, Khan A. Recycled concrete a source for new aggregate[J]. Cement Concrete and Aggregates (ASTM), 1984,6(1):17.

共引文献70

同被引文献48

引证文献4

二级引证文献15

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