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作者:

Li, Y. (Li, Y..) | Zhu, J. (Zhu, J..) | Wu, Y. (Wu, Y..) | Yu, P. (Yu, P..)

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摘要:

In order to prepare ultra high toughness cementitious composites (ultra high toughness cementitious composites,UHTCC), the dosage of fly ash and quartz sand influence of the mechanical properties of PVA fiber reinforced cementitious composites were discussed, based on the compressive test, the flexural test, the direct tensile test and the scanning electron microscope (SEM) test. In addition, the optimal dosage of fly ash-quartz sand by mixing of fly ash and quartz sand was studied. The results indicate that the more dosage of fly ash, the less compressive strength and the more tensile deformation is. However, when the quality of fly ash/the quality of cement (m (FA)/m(C) )is greater than 2.7, the tensile deformation increases slowly. When the quality of sand/the quality of banding material (m(S)/m(B)) is 0.36, the tensile deformation performance is the best. The research shows that the optimal dosage of fly ash-quartz sand system is m(FA)/m(C) -m(S)/m(B): 1.2-0.48; m(FA)/m(C)-m(S)/m(B): 2.2-0.36. © 2018, Editorial Department of Journal of Beijing University of Technology. All right reserved.

关键词:

Fly ash; Mechanical properties; Quartz sand; Ultra high toughness cementitious composites (UHTCC)

作者机构:

  • [ 1 ] [Li, Y.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li, Y.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing, 100124, China
  • [ 3 ] [Zhu, J.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Zhu, J.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing, 100124, China
  • [ 5 ] [Wu, Y.]China Building Maternal Test & Certification Group Xiamen Hongye Co.Ltd., Xiamen, 361000, China
  • [ 6 ] [Yu, P.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Yu, P.]Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing, 100124, China

通讯作者信息:

  • [Zhu, J.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of TechnologyChina

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2018

期: 4

卷: 44

页码: 553-560

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