期刊文献+

基于不同流变模型下粉煤灰对水泥净浆流变性能的影响 被引量:12

Influence of fly ash on rheological properties of cement paste under different rheological models
下载PDF
导出
摘要 采用Rheology QC旋转黏度计研究粉煤灰掺量对水泥净浆流变性能的影响,并分别采用Bingham流体模型和Herschel-Bulkey(H-B)模型对浆体的流变曲线进行拟合,分析不同粉煤灰掺量对浆体屈服应力、塑性黏度、触变环面积、临界剪切速率以及流变指数的影响。研究结果表明:采用Bingham流体模型拟合得到水泥-粉煤灰复合浆体的屈服应力、塑性黏度以及触变环面积等流变参数均随粉煤灰掺量的增加先降低后升高,当粉煤灰掺量为50%时,各流变参数降为最低。采用H-B模型拟合得到水泥-粉煤灰浆体的流变行为则为浆体先呈现剪切变稀后出现剪切增稠,浆体剪切变稀或剪切增稠的程度均随粉煤灰掺量的增加而增加,浆体的临界剪切速率随粉煤灰掺量的增加出现先降低后升高,当粉煤灰掺量为40%左右时,浆体的临界剪切速率最低。 Rheological properties of cement -fly ash paste were determined by a rotation viscometer with type of Rheology QC.Bingham model and Herschel -Bulkey(H -B)model were used for fitting rheology curves .Influ-ence of fly ash content on yield stress,plastic viscosity,thixotropy,critical shear rate and rheological index of the cement paste were investigated.Results show that yield stress,plastic viscosity and thixotropy decrease ini-tially with the increase of fly ash content up to 50% and then increase according to Bingham model.Cement -fly ash pastes take on shear -thinning effect first and then shear -thickening effect according to H -B model.Shear-thinning and shear -thickening increase with addition of fly ash.The critical shear rate descends initially and then rises with the increase of fly ash content.The lowest critical shear rate can be obtained when the fly ash content is about 40%.
出处 《铁道科学与工程学报》 CAS CSCD 北大核心 2015年第3期534-539,共6页 Journal of Railway Science and Engineering
基金 中国铁路总公司重点课题(2014G012) 中南大学教师科学基金资助项目(2014JSJJ013)
关键词 水泥 粉煤灰 流变性能 BINGHAM 流体模型 H -B 流体模型 cement fly ash rheology properties Bingham model Herschel -Bulkey(H -B)model
  • 相关文献

参考文献15

二级参考文献36

  • 1王泽云,石云兴.粉体的复合效应对混凝土流动性与流变性能的影响[J].四川建筑科学研究,2004,30(3):105-107. 被引量:4
  • 2Gerker M R, Brandl M, Thrane L N. The effect of measuring procedure on the apparent rheological properties of self - compacting concrete. Cement and Concrete Res, 2002, 32:1791 ~1795
  • 3Aiad I, Mohammed A A, Abo- EL- Enein S A. Rheologicai properties of cement pastes admixed with some alkalnolamines.Cement and Concrete Res, 2003, 33:9 ~ 13
  • 4Golaszewki J, Szwabowski J. Influence of superplasticizers on the rheological behaviour of fresh cement mortars. Cement and Concrete Res, 2004, 34: 235 ~ 248
  • 5Tattersall G H, Banfill P E G. Rheology of Fresh Concrete.London: Pitman Books Limited, 1983. 262 ~ 266, 297.
  • 6黄大能,沈威.新拌混凝土的结构和流变特性.北京:中国建筑工业出版社,1983.37,289,297-298页
  • 7李建勇 姚燕 田培 等.硅酸盐水泥复合胶凝材料桨体的流变性能研究[J].山东建材学院学报,1998,12(51):52-58.
  • 8AMINUL I L,SUDIP T.Rheological behavior of high performance concrete with mineral admixtures and their blending[J].Construct Build Mater,2008,22(12):2345–2354.
  • 9CORINALDSI V,MORRICONI G.The role of industrial by-products in self-compacting concrete[J].Construct Build Mater,2011,25(8):3181–3186.
  • 10DIMITRI F,RONNY V,GEERT D S.Why is fresh self-compacting concrete shear thickening?[J]Cem Concr Res,2009,39(6):510–523.

共引文献181

同被引文献105

引证文献12

二级引证文献64

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