{"title":"用聚丙烯和/或钢纤维加固的短方形 RC 柱的加速腐蚀制度校准","authors":"Shashank Chandra, Umesh Kumar Sharma","doi":"10.1007/s12205-024-0169-6","DOIUrl":null,"url":null,"abstract":"<p>The impressed current technique, commonly used in laboratory studies on corroded reinforced concrete, predicts mass loss via Faraday’s law. Although this method is useful for researchers, calibration is crucial to align intended and actual results, particularly regarding concrete type. The purpose of this work was to calculate the calibration parameters for different concrete mixtures that included steel or polypropylene fibres in varying amounts. The investigation was conducted using twenty-one RC columns, which were categorized into seven groups. For a maximum cumulative volume fraction of 1%, each group of columns had a specific fiber-reinforced concrete mix with a specific proportion of steel and/or polypropylene fibers. The corrosion of these reinforced concrete (RC) columns was accelerated through the implementation of the impressed current regime. Gravimetric measurements were conducted on these columns following the completion of the corrosion process. Ultimately, this study encompasses the findings and an analysis of the calibration parameters specific to the different combinations and proportions of fiber-reinforced concrete. Moreover, this research incorporates parametric studies that examine the effects of different ratios of polypropylene and/or steel fibres, together with comprehensive evaluations of the associated cost, offering precise and in-depth observations inside its scope.</p>","PeriodicalId":17897,"journal":{"name":"KSCE Journal of Civil Engineering","volume":"43 1","pages":""},"PeriodicalIF":1.9000,"publicationDate":"2024-07-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Calibration of Accelerated Corrosion Regime for Short Square RC Columns Reinforced with Polypropylene and/or Steel Fibers\",\"authors\":\"Shashank Chandra, Umesh Kumar Sharma\",\"doi\":\"10.1007/s12205-024-0169-6\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<p>The impressed current technique, commonly used in laboratory studies on corroded reinforced concrete, predicts mass loss via Faraday’s law. Although this method is useful for researchers, calibration is crucial to align intended and actual results, particularly regarding concrete type. The purpose of this work was to calculate the calibration parameters for different concrete mixtures that included steel or polypropylene fibres in varying amounts. The investigation was conducted using twenty-one RC columns, which were categorized into seven groups. For a maximum cumulative volume fraction of 1%, each group of columns had a specific fiber-reinforced concrete mix with a specific proportion of steel and/or polypropylene fibers. The corrosion of these reinforced concrete (RC) columns was accelerated through the implementation of the impressed current regime. Gravimetric measurements were conducted on these columns following the completion of the corrosion process. Ultimately, this study encompasses the findings and an analysis of the calibration parameters specific to the different combinations and proportions of fiber-reinforced concrete. Moreover, this research incorporates parametric studies that examine the effects of different ratios of polypropylene and/or steel fibres, together with comprehensive evaluations of the associated cost, offering precise and in-depth observations inside its scope.</p>\",\"PeriodicalId\":17897,\"journal\":{\"name\":\"KSCE Journal of Civil Engineering\",\"volume\":\"43 1\",\"pages\":\"\"},\"PeriodicalIF\":1.9000,\"publicationDate\":\"2024-07-13\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"KSCE Journal of Civil Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1007/s12205-024-0169-6\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"KSCE Journal of Civil Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1007/s12205-024-0169-6","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Calibration of Accelerated Corrosion Regime for Short Square RC Columns Reinforced with Polypropylene and/or Steel Fibers
The impressed current technique, commonly used in laboratory studies on corroded reinforced concrete, predicts mass loss via Faraday’s law. Although this method is useful for researchers, calibration is crucial to align intended and actual results, particularly regarding concrete type. The purpose of this work was to calculate the calibration parameters for different concrete mixtures that included steel or polypropylene fibres in varying amounts. The investigation was conducted using twenty-one RC columns, which were categorized into seven groups. For a maximum cumulative volume fraction of 1%, each group of columns had a specific fiber-reinforced concrete mix with a specific proportion of steel and/or polypropylene fibers. The corrosion of these reinforced concrete (RC) columns was accelerated through the implementation of the impressed current regime. Gravimetric measurements were conducted on these columns following the completion of the corrosion process. Ultimately, this study encompasses the findings and an analysis of the calibration parameters specific to the different combinations and proportions of fiber-reinforced concrete. Moreover, this research incorporates parametric studies that examine the effects of different ratios of polypropylene and/or steel fibres, together with comprehensive evaluations of the associated cost, offering precise and in-depth observations inside its scope.
期刊介绍:
The KSCE Journal of Civil Engineering is a technical bimonthly journal of the Korean Society of Civil Engineers. The journal reports original study results (both academic and practical) on past practices and present information in all civil engineering fields.
The journal publishes original papers within the broad field of civil engineering, which includes, but are not limited to, the following: coastal and harbor engineering, construction management, environmental engineering, geotechnical engineering, highway engineering, hydraulic engineering, information technology, nuclear power engineering, railroad engineering, structural engineering, surveying and geo-spatial engineering, transportation engineering, tunnel engineering, and water resources and hydrologic engineering