含活性粉末和/或碳纳米管的高性能自密实纤维增强混凝土冻融效应的实验研究

IF 0.9 Q4 ENGINEERING, CIVIL
I. Goodarzi, S. M. Mirhosseini, E. Zeighami
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引用次数: 1

摘要

摘要本文研究了含偏高岭土和粉煤灰等活性粉末、碳纳米管(CNTs)和钢纤维复合的高性能纤维增强胶凝复合材料的力学性能。活性粉末的存在及其与微二氧化硅的结合,提高了纤维混凝土的物理和机械性能。随后,通过添加碳纳米管,通过扫描电镜(SEM)分析了按照ASTMC666标准300次融冻前后混凝土的精确微观结构特性。结果表明,在混凝土中加入活性粉末和钢纤维,可以减少混凝土空洞的体积,提高混凝土构件之间的粘结性。此外,官能化碳纳米管的加入形成了裂纹桥,阻止了微裂纹的扩展和增长。这就增加了循环前混凝土的力学性能,减少了融冻循环后混凝土的强度损失(弯曲和压缩)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study of the freeze and thaw effects on the mechanical behaviour of self-compacting high-performance fibre-reinforced concrete containing active powders and/or Carbon NanoTubes
ABSTRACT In this paper, the mechanical properties of High-performance fiber reinforced cementitious composites containing active powders, such as metakaolin and fly ash, with a combination of carbon nanotubes (CNTs) and steel fibers have been investigated. The presence of active powders and their combination with micro-silica, increase the physical and mechanical properties of fibre concrete. Subsequently, by adding CNTs, the precise microstructural properties of concrete before and after 300 cycles of thawing-freezing, according to the ASTMC666 standard by scanning electron microscope (SEM) have been analysed. The results reveal that by adding active powders and steel fibres in the concrete, the volume of cavities reduces, and the bonding between concrete components increases. moreover, the addition of functionalised CNTs creates the crack bridge and prevents the propagation and growth of micro-cracks. This leads to increasing the mechanical properties of concrete before the cycles and decreasing the strength loss (bendingand compressive) after thawing-freezing cycles.
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来源期刊
CiteScore
2.50
自引率
0.00%
发文量
31
期刊介绍: The Australian Journal of Structural Engineering (AJSE) is published under the auspices of the Structural College Board of Engineers Australia. It fulfils part of the Board''s mission for Continuing Professional Development. The journal also offers a means for exchange and interaction of scientific and professional issues and technical developments. The journal is open to members and non-members of Engineers Australia. Original papers on research and development (Technical Papers) and professional matters and achievements (Professional Papers) in all areas relevant to the science, art and practice of structural engineering are considered for possible publication. All papers and technical notes are peer-reviewed. The fundamental criterion for acceptance for publication is the intellectual and professional value of the contribution. Occasionally, papers previously published in essentially the same form elsewhere may be considered for publication. In this case acknowledgement to prior publication must be included in a footnote on page one of the manuscript. These papers are peer-reviewed as new submissions. The length of acceptable contributions typically should not exceed 4,000 to 5,000 word equivalents. Longer manuscripts may be considered at the discretion of the Editor. Technical Notes typically should not exceed about 1,000 word equivalents. Discussions on a Paper or Note published in the AJSE are welcomed. Discussions must address significant matters related to the content of a Paper or Technical Note and may include supplementary and critical comments and questions regarding content.
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