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Self-healing of Engineered Cementitious Composites in the Natural Environment

机译:自然环境中工程水泥复合材料的自我修复

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This research investigates the self-healing behavior of Engineered Cementitious Composites (ECC) in the natural environment. ECC specimens were damaged to 0.5% tensile strain and allowed to heal outdoors, under random and sometimes extreme environmental conditions. Resonant frequency measurements and uniaxial tensile tests were used to quantify the rate and robustness of self-healing, while photo documentation was used to obtain visual evidence of self-healing products. It was found that there was a significant recovery of resonant frequency and stiffness in the damaged specimens after they were exposed to the natural environment. Specimens were able to recover up to 90% of their original, pre-damaged, resonant frequency values and up to 31% and 68% of their initial stiffness after one and three months of exposure. Photo documentation also showed self-healing in cracks up to 20 μm in width. This suggests that ECC is not only capable of self-healing in controlled laboratory conditions, but also in the natural environment.
机译:本研究调查了工程化水泥复合材料(ECC)在自然环境中的自我愈合行为。 ECC标本损坏至0.5%的拉伸菌株,并在随机愈合,随机愈合,有时是极端的环境条件。共振频率测量和单轴拉伸试验用于量化自我愈合的速率和稳健性,而照片文档用于获得自我愈合产品的视觉证据。发现在暴露于自然环境后,损坏的标本中的共振频率和刚度存在显着回收。样品能够在暴露的一致和三个月后恢复最高90%的原始,预损坏,谐振频率值,高达31%和68%的初始刚度的31%和68%。照片文档也在宽度高达20μm的裂缝中显示出自我愈合。这表明ECC不仅能够在受控实验室条件下进行自愈,而且在自然环境中也是如此。

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