{"title":"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","authors":"A. Rajesh, A. Sumathi, D. Gowdhaman","doi":"10.1520/jte20230271","DOIUrl":null,"url":null,"abstract":"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.","PeriodicalId":17109,"journal":{"name":"Journal of Testing and Evaluation","volume":"11 1","pages":"0"},"PeriodicalIF":0.8000,"publicationDate":"2023-09-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Strength and Durability Assessment of Self-Healing Bio-Based Composite Concrete under Different Exposure Conditions\",\"authors\":\"A. Rajesh, A. Sumathi, D. Gowdhaman\",\"doi\":\"10.1520/jte20230271\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"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.\",\"PeriodicalId\":17109,\"journal\":{\"name\":\"Journal of Testing and Evaluation\",\"volume\":\"11 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2023-09-18\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Testing and Evaluation\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1520/jte20230271\",\"RegionNum\":4,\"RegionCategory\":\"材料科学\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"MATERIALS SCIENCE, CHARACTERIZATION & TESTING\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Testing and Evaluation","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1520/jte20230271","RegionNum":4,"RegionCategory":"材料科学","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"MATERIALS SCIENCE, CHARACTERIZATION & TESTING","Score":null,"Total":0}
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.
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.