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Mechanical Properties of Engineered Cementitious Composites with High Volume Fly Ash 被引量:6

Mechanical Properties of Engineered Cementitious Composites with High Volume Fly Ash
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摘要 In order to improve the mechanical properties and Greenness of engineered cementitious composites (ECC),four-point bending test,compressive strength and flexural strength test were employed to analyze the effects of fly ash content on the mechanical properties of.ECC.The replacement ratio of cement with fly ash was 50%,60%,70% and 80%,respectively.The experimental results indicate that ECCs with high volume fly ash still remained the characteristic of pseudo-strain hardening and the mid-span deflection in four-point bending test increase remarkably by adding more fly ash.The observations of ECCs indicate that the multiple cracks are saturated and the crack width is relatively smaller for higher volume fly ash ECC,owing to the lower strength of matrix and the improvement ofinterface bonding.Fly ash reduces the compressive strength and flexural strength of ECC at all ages.Therefore,as the compressive strength could meet the requirement of practical engineering,employing the higher volume fly ash ECCs would benefit to obtain relatively high ductility. In order to improve the mechanical properties and Greenness of engineered cementitious composites (ECC),four-point bending test,compressive strength and flexural strength test were employed to analyze the effects of fly ash content on the mechanical properties of.ECC.The replacement ratio of cement with fly ash was 50%,60%,70% and 80%,respectively.The experimental results indicate that ECCs with high volume fly ash still remained the characteristic of pseudo-strain hardening and the mid-span deflection in four-point bending test increase remarkably by adding more fly ash.The observations of ECCs indicate that the multiple cracks are saturated and the crack width is relatively smaller for higher volume fly ash ECC,owing to the lower strength of matrix and the improvement ofinterface bonding.Fly ash reduces the compressive strength and flexural strength of ECC at all ages.Therefore,as the compressive strength could meet the requirement of practical engineering,employing the higher volume fly ash ECCs would benefit to obtain relatively high ductility.
作者 祝瑜 杨英姿
出处 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2009年第S1期166-170,共5页 武汉理工大学学报(材料科学英文版)
基金 Funded by the National Natural Science Foundation of China(No. 50872127) the Scientific Research Foundation for the Returned Overseas Chinese Scholars,State Education Ministry
关键词 ECC PVA fly ash mechanical properties ECC PVA fly ash mechanical properties
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参考文献10

  • 1Wang S,,Li V C.Engineered Cementitious Composites with High-Volume Fly Ash. ACI Materials Journal . 2007
  • 2Battlle J.Climate Change-Toward a Sustainable Cement Industry. . 2002
  • 3Kim J K,Kim J S,Gee J H,et al.Tensile and Fiber Disper-sion Performance of ECC(Engineered Cementitious Com-posites)Produced with Ground Granulated Blast Furnace Slag. Cement and Concrete Composites . 2007
  • 4Rao F F.Experimental Research on Influence of Fly Ash on Flexural Properties of Ultra High Toughness Cementitious Composite. . 2008
  • 5Rodger S A,,Brools S A,Sinclair W,et al.High Strength Cement Pastes. Journal of Materials . 1985
  • 6Guerrero Patricia,Naaman Antoine E.Effect of Mortar Fineness and Adhesive Agents on Pullout Response of Steel Fibers. ACI Materials Journal . 2000
  • 7Peled,A.,Cyr,M.F.,Shah,S.P.High content of fly ash (Class F) in extruded cementitious composites. ACI Materials Journal . 2000
  • 8Powers,TC.A discussion of cement hydration in relation to the curing of concrete. Proc Highway Res Board . 1947
  • 9Gulgun M A,Kriven W M,Tan L S,McHugh A J.Evolution of Mechano-Chemistry and Microstructure of a Calcium AluminatePolymer Composite. Journal of Materials Research . 1995
  • 10Shen R X,Cui Q,Li Q H.New Type Fiber Reinforced Cement-based Composites. . 2004

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