不同暴露条件下自愈生物基复合混凝土强度与耐久性评价

IF 0.8 4区 材料科学 Q4 MATERIALS SCIENCE, CHARACTERIZATION & TESTING Journal of Testing and Evaluation Pub Date : 2023-09-18 DOI:10.1520/jte20230271
A. Rajesh, A. Sumathi, D. Gowdhaman
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引用次数: 0

摘要

混凝土出现裂缝是命中注定的,它们为水和侵蚀性化学物质铺设了通道,导致混凝土成分变质,影响混凝土结构的使用寿命。近年来,天然纤维和菌种被用于改善混凝土流变性能和修复混凝土裂缝。细菌在混凝土裂缝中析出碳酸钙晶体,可以提高混凝土的力学性能和耐久性。在本研究中,从混凝土开花中分离出副芽孢杆菌,并将其用于自愈。对于细菌固定化,天然纤维如椰子、亚麻和黄麻是合适的载体。此外,还需要研究细菌在全湿、干湿、饱和普通土和饱和海相土等不同养护/暴露条件下的裂缝愈合和强化性能。通过抗压强度、抗压恢复强度、抗拉强度、冲击强度、吸附性、酸养护下混凝土劣化等一系列试验,对细菌在混凝土中的性能进行了评价。试验结果表明,所选细菌在全湿、干湿、普通土和海洋土条件下的平均愈合率分别为83%、92%、76%和42.5%,愈合裂缝宽度为0.3 ~ 1.1 mm。对纤维增强混凝土和细菌固定化纤维增强混凝土的微观结构进行了研究,以确定碳酸钙沉淀中形成的元素组成。在这项工作中,结果表明,天然纤维可以作为可持续的载体材料,用于混凝土的裂缝愈合,强度和耐久性的提高。
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Strength and Durability Assessment of Self-Healing Bio-Based Composite Concrete under Different Exposure Conditions
Cracks in concrete are predestined, and they lay a pathway for water and aggressive chemical substances, which leads to deterioration of concrete ingredients and affects the service life of concrete structures. In the recent years, natural fibers and bacteria species are used to improve rheological properties and to heal concrete cracks. Precipitation of calcium carbonate crystals produced by bacteria in concrete cracks is highly acceptable to increase the mechanical and durability properties. In this research, Bacillus paramycoides species is isolated from concrete efflorescence and is used for self-healing. For bacteria immobilization, natural fibers like coir, flax, and jute are used as suitable carriers. Furthermore, the study on the performance of bacteria in crack healing and strengthening properties is in need for different curing/exposure conditions such as full-wet, wet–dry, saturated normal soil, and saturated marine soil. The performance of bacteria in concrete is estimated by a series of tests such as compressive strength, compressive strength regains, tensile strength, impact strength, sorptivity, and deterioration of concrete under acid curing. Based on the test results, the selected bacteria have the ability to heal crack widths of 0.3–1.1 mm with the average healing rate of 83 %, 92 %, 76 %, and 42.5 % for full-wet, wet–dry, normal soil, and marine soil exposure, respectively. Microstructure studies were investigated for fiber-reinforced concrete and bacteria-immobilized fiber-reinforced concrete to determine the composition of elements formed in calcium carbonate precipitates. In this work, the results suggest that natural fibers can be used as sustainable carrier material for crack healing, strength, and durability improvement in concrete.
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来源期刊
Journal of Testing and Evaluation
Journal of Testing and Evaluation 工程技术-材料科学:表征与测试
CiteScore
2.30
自引率
8.30%
发文量
221
审稿时长
6.7 months
期刊介绍: This journal is published in six issues per year. Some issues, in whole or in part, may be Special Issues focused on a topic of interest to our readers. This flagship ASTM journal is a multi-disciplinary forum for the applied sciences and engineering. Published bimonthly, the Journal of Testing and Evaluation presents new technical information, derived from field and laboratory testing, on the performance, quantitative characterization, and evaluation of materials. Papers present new methods and data along with critical evaluations; report users'' experience with test methods and results of interlaboratory testing and analysis; and stimulate new ideas in the fields of testing and evaluation. Major topic areas are fatigue and fracture, mechanical testing, and fire testing. Also publishes review articles, technical notes, research briefs and commentary.
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