期刊文献+

Effect of the Entrained Air Void on Strength and Interfacial Transition Zone of Air-Entrained Mortar 被引量:8

Effect of the Entrained Air Void on Strength and Interfacial Transition Zone of Air-Entrained Mortar
下载PDF
导出
摘要 In order to facilitate the development and application of air entraining agents (AEA) in the high performance concrete, entrained air void structure parameters (air void size range from 10 to 1 600 mu m) of 28 d sifted mortar were measured by image analysis method. The relationship between the air void size distribution and strength of mortar was studied by methods of grey connection analysis and multiple linear regression analysis. The multiple linear regression equation was established with a correlation coefficient of 0.966. The weight of the affection of hierarchical porosity on the compressive strength ratio was also obtained. In addition, the effect of air voids on the paste-aggregate interfacial transition zone (ITZ) was analyzed by microhardness. The results show that the correlation between different pore size range and the compressive strength is negative. The effect of air void size distribution on 28 days compressive strength is different: under the condition of similar total porosity, with the increase of the porosity of the air void size, ranging from 10 to 200 mu m, and the decrease of the porosity, ranging from 200 to 1 600 mu m, the average air void diameter and mean free spacing are decreased; as well as the width of ITZ. On the contrary, the microhardness of the ITZ is increased while the compressive strength loss is decreased. In order to facilitate the development and application of air entraining agents (AEA) in the high performance concrete, entrained air void structure parameters (air void size range from 10 to 1 600 mu m) of 28 d sifted mortar were measured by image analysis method. The relationship between the air void size distribution and strength of mortar was studied by methods of grey connection analysis and multiple linear regression analysis. The multiple linear regression equation was established with a correlation coefficient of 0.966. The weight of the affection of hierarchical porosity on the compressive strength ratio was also obtained. In addition, the effect of air voids on the paste-aggregate interfacial transition zone (ITZ) was analyzed by microhardness. The results show that the correlation between different pore size range and the compressive strength is negative. The effect of air void size distribution on 28 days compressive strength is different: under the condition of similar total porosity, with the increase of the porosity of the air void size, ranging from 10 to 200 mu m, and the decrease of the porosity, ranging from 200 to 1 600 mu m, the average air void diameter and mean free spacing are decreased; as well as the width of ITZ. On the contrary, the microhardness of the ITZ is increased while the compressive strength loss is decreased.
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2015年第5期1020-1028,共9页 武汉理工大学学报(材料科学英文版)
基金 Funded by the Major State Basic Research Development Program of China(973 Program)(No.2009CB623100) the National Natural Science Foundation of China(No.51378391)
关键词 air void structure compressive strength interfacial transition zone grey connection linear regression air void structure compressive strength interfacial transition zone grey connection linear regression
  • 相关文献

参考文献3

二级参考文献24

  • 1单旭辉,朱尔玉,韩玉莲.引气剂对混凝土性能的影响[J].南水北调与水利科技,2004,2(6):47-51. 被引量:29
  • 2王彩芹.从流变学理论分析混凝土和易性的测定方法[J].南水北调与水利科技,2005,3(B07):57-58. 被引量:11
  • 3李金玉,曹建国,徐文雨,等.混凝土冻融破坏机理的研究[C]//混凝土与水泥制品1997年学术年会论文集,1997:58-69.
  • 4王栋民.ZY-99型混凝土引气剂产品说明书[EB/OL].[2007-12-31].http://www.wangdongmin.com/jsnew_17.asp.
  • 5朱蓓蓉,杨全兵,吴学礼,等.SJ-2新型引气剂引气混凝土性能[C]∥重点工程混凝土耐久性的研究与工程应用.北京:中国建材工业出版社,2000(11):258-264.
  • 6李家正,杨华全,董芸.混凝土含气量及气孔特征对混凝土抗冻性能影响的研究[C]//混凝土结构耐久性设计与评估方法-第四届混凝土结构耐久性科技论坛论文集,2006(7):152-162.
  • 7PIGEON M,PLEAU R.Durability of concrete in cold climates[M].Published by E & FN SPON, 1996,: 159-185.
  • 8库马·梅塔,保罗JM蒙特罗.混凝土:微观结构、性能和材料[M].覃维祖,王栋民,丁建彤译.北京:中国电力出版社,2008.
  • 9ASTM C 457, Standard Test Method for Microscopical Determination of Parameters of Airvoid System in Hardened Concrete[S].
  • 10GAO Pei-wei, ZHANG Hui. Using a new composite expansive material to decrease deformation and fracture of concrete[J]. Materials Letters, 2008, 62(1): 106-108.

共引文献23

同被引文献53

引证文献8

二级引证文献45

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