应变硬化水泥复合材料(SHCC)传感器埋设在缺口SFRC梁弯曲受压区的应变检测性能

Qi Wang, Aihua Jin, Woo-Kil Jeong, H. Yun, S. Seo
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引用次数: 0

摘要

研制并测试了一种基于钢纤维和多壁碳纳米管(MWCNTs)的智能应变硬化水泥复合材料(S2HCC)的应变检测传感器。本文研究了埋设在缺口钢纤维混凝土(SFRC)梁受弯压缩区的s2hc传感器在单调和重复荷载作用下的压阻响应。采用两种类型的弯曲载荷,研究了嵌入式s2hc传感器应变检测能力的范围和稳定性。结果表明,嵌入式传感器电阻率分数变化(FCR)的变化与弯曲压缩应变变化一致,具有可接受的灵敏度和可逆性。因此,结果证实了基于s2hc的传感器嵌入结构构件具有优异的应变检测性能;它可以用来监测基础设施的应变和损坏。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strain-Detecting Properties of Strain-hardening Cement Composite (SHCC) Sensors Embedded in the Compressive Zone of Notched SFRC Beams in Flexure
A strain-detecting sensor with a smart strain-hardening cement composite (S2HCC) incorporating steel fibers and multi-walled carbon nanotubes (MWCNTs) was developed and tested. This study investigated the piezoresistive responses of S2HCC-based sensors embedded in the flexural compressive zone of notched steel fiber-reinforced concrete (SFRC) beams under monotonic and repeated loadings. Two types of flexural loadings were used to investigate the range and stability of the strain-detecting capacity of the embedded S2HCC-based sensors. The results indicate that the variation in the fractional change in resistivity (FCR) of the embedded sensor was consistent with the flexural compressive strain changes, which exhibited acceptable sensitivity and reversibility. Therefore, the results confirm that S2HCC-based sensor embedded in structural members exhibits excellent strain-detecting properties; it can be used to monitor strain and damage to infrastructure.
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