Mechanical performance of strain-hardening cementitious composites (SHCC) with bacterial addition

Zhang, Zhigang, Liu, Dawei, Ding, Yuanzhao, Wang, Shuping
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引用次数: 9

Abstract

Incorporation of bacteria can realize self-healing and enhance strength of concrete, which has been drawn extensive attention in past decades. The studies focused on the properties of fiber reinforced concrete with bacterial addition are still very limited. In this paper, mechanical performance of strain hardening cementitious composites (SHCC) with directly adding vegetative bacterial cells was investigated. The experimental results revealed that the compressive, first cracking, and tensile strength of SHCCs was increased due to the addition of bacteria, while the tensile strain capacity tended to decline. At micro-scale level, the matrix containing bacteria has relative higher fracture toughness to that of reference mix. Interestingly, the bacteria notably lowered chemical bond between PVA fiber and its surrounding hydrates; on the other hand, the frictional bond was enhanced. The findings in this study can provide a reference for modifying the surface of hydrophilic fibers.
细菌加入应变硬化胶凝复合材料(SHCC)的力学性能
细菌的掺入可以实现混凝土的自愈,提高混凝土的强度,在过去的几十年里受到了广泛的关注。目前对细菌掺入纤维混凝土性能的研究还很有限。研究了直接加入营养细菌细胞的应变硬化胶凝复合材料(SHCC)的力学性能。实验结果表明,细菌的加入提高了shcc的抗压强度、初裂强度和抗拉强度,但拉伸应变能力有下降的趋势。在微观尺度上,含菌基质的断裂韧性高于对照基质。有趣的是,这种细菌显著降低了聚乙烯醇纤维与其周围水合物之间的化学键;另一方面,摩擦键增强。本研究结果可为亲水性纤维的表面改性提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
5.70
自引率
0.00%
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审稿时长
13 weeks
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