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高延性水泥基复合材料(ECC)配合比设计及力学性能研究

高象虫 时领军

江西建材Issue(4):88-90,3.
江西建材Issue(4):88-90,3.

高延性水泥基复合材料(ECC)配合比设计及力学性能研究

Research on Mix Design and Mechanical Properties of Highly Ductile Cement-based Composites Materials(ECC)

高象虫 1时领军1

作者信息

  • 1. 青岛晟泰建设工程检测有限公司,山东 青岛 266404
  • 折叠

摘要

Abstract

Based on orthogonal experimental design,high ductility cement-based composite materials with different mix proportions were de-signed.The effects of fly ash replacement rate,slag powder replacement rate,and fiber volume fraction on the compressive strength,flexural strength,and tensile strength of ECC were studied,and the optimal mix proportion of ECC was determined.The results showed that the fiber volume fraction had the greatest impact on the mechanical strength of ECC.At 7 days,the effect of fly ash replacement rate on the mechanical strength of ECC was greater than that of slag powder replacement rate.At 28 days,the effect of slag powder replacement rate on the mechanical strength of ECC was greater than that of fly ash replacement rate.

关键词

高延性混凝土/配合比设计/力学性能

Key words

High ductility concrete/Mix proportion design/Mechanical properties

分类

建筑与水利

引用本文复制引用

高象虫,时领军..高延性水泥基复合材料(ECC)配合比设计及力学性能研究[J].江西建材,2025,(4):88-90,3.

江西建材

1006-2890

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