Please use this identifier to cite or link to this item: https://www.um.edu.mt/library/oar/handle/123456789/75162
Full metadata record
DC FieldValueLanguage
dc.date.accessioned2021-05-05T07:52:46Z-
dc.date.available2021-05-05T07:52:46Z-
dc.date.issued2018-
dc.identifier.citationGalea, I. E. (2018). The use of Opuntia ficus-indica as a corrosion inhibitor in steel reinforced concrete (Master’s dissertation).en_GB
dc.identifier.urihttps://www.um.edu.mt/library/oar/handle/123456789/75162-
dc.descriptionM.ENG.en_GB
dc.description.abstractOver the past several decades, engineers have sought various methods to improve durability of reinforced concrete and address degradation mechanisms which amongst many, include the corrosion of steel. Corrosion of steel remains one of the biggest challenges in engineering, which leaves a significant economic impact on the construction industry. Additives in fresh concrete have become an important component, contributing to an improved microstructure to enhance its properties with different additions intended for different applications. Several corrosion inhibitor additives are available commercially, but they are being scrutinized as in various instances, they present a bio-hazard (T. Acosta, 2007). The purpose of this study was to consider the use of a natural product, Opuntia ficus-indica (OFI) as a corrosion inhibitor in steel reinforced concrete. Finding a way to use such a natural additive to enhance concrete properties is ideal since this plant is readily available around the Maltese Islands and can be harvested locally. The aim of this study was to assess the influence of additives extracted from OFI, following different methods of preparation and mix design, with respect to mechanical and chemical properties of the concrete. Opuntia ficus-indica was incorporated in mortar mixes at different percentage replacements by; replacing the mix water with fresh liquid mucilage, or by replacing the cement with dry powdered mucilage from the inner part of the plant's clad ode. Both steel reinforced and unreinforced samples were cast to analyze performance characteristics. Results were then compared to performance results of control samples, inclusive of a control with no additive, and a control with an inorganic commercial inhibitor, in order to find the optimum amount of OFI additive corresponding to respective improved properties. Strength and durability were assessed with particular reference to durability indicators including porosity, permeability and most importantly for this study, corrosion potential. Before testing for corrosion potential of reinforced concrete samples, electrochemical characterisation tests using a potentiostat were carried out on solely steel samples. This was carried out as a pilot study to get a better understanding of how steel corrodes when exposed to different solutions and to see whether OFI inhibits corrosion when directly in contact with the steel. This study also helped to get a better understanding of corrosion tests. Findings confirmed that due to the presence of carbohydrates in OFI, additives beyond a certain percentage replacement reduce workability and retard cement hydration. Mortar samples showed good strength and reduced porosity, permeability and water absorption values in several instances. It was further noted that with respect to corrosion inhibition, all samples were greatly influenced by their respective exposure environment. Despite being in its early stages, this study showed that Opuntia ficus-indica additives can potentially be useful to enhance the durability of mortar samples in certain percentage replacements and can reduce the corrosion potential of steel in reinforced concrete.en_GB
dc.language.isoenen_GB
dc.rightsinfo:eu-repo/semantics/restrictedAccessen_GB
dc.subjectOpuntia ficus-indica -- Maltaen_GB
dc.subjectReinforced concrete constructionen_GB
dc.subjectConcrete -- Service lifeen_GB
dc.subjectCorrosion and anti-corrosivesen_GB
dc.titleThe use of Opuntia ficus-indica as a corrosion inhibitor in steel reinforced concreteen_GB
dc.typemasterThesisen_GB
dc.rights.holderThe copyright of this work belongs to the author(s)/publisher. The rights of this work are as defined by the appropriate Copyright Legislation or as modified by any successive legislation. Users may access this work and can make use of the information contained in accordance with the Copyright Legislation provided that the author must be properly acknowledged. Further distribution or reproduction in any format is prohibited without the prior permission of the copyright holder.en_GB
dc.publisher.institutionUniversity of Maltaen_GB
dc.publisher.departmentFaculty for Built Environment. Department of Civil and Structural Engineeringen_GB
dc.description.reviewedN/Aen_GB
dc.contributor.creatorGalea, Imperia Elena (2018)-
Appears in Collections:Dissertations - FacBen - 1970-2018
Dissertations - FacBenCSE - 2016-2018

Files in This Item:
File Description SizeFormat 
M.ENG._Galea_Imperia_Elena_2018.pdf
  Restricted Access
26.41 MBAdobe PDFView/Open Request a copy


Items in OAR@UM are protected by copyright, with all rights reserved, unless otherwise indicated.