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dc.contributor.authorMomoh, EO
dc.contributor.authorJayasinghe, A
dc.contributor.authorHajsadeghi, M
dc.contributor.authorVinai, R
dc.contributor.authorEvans, KE
dc.contributor.authorKripakaran, P
dc.contributor.authorOrr, J
dc.date.accessioned2024-01-04T11:28:20Z
dc.date.issued2024-01-03
dc.date.updated2024-01-04T01:09:00Z
dc.description.abstractAuxetic materials expand in the lateral direction when stretched axially and contract laterally when compressed axially, thereby resulting in a negative Poisson's ratio. This counter-intuitive behaviour results in such materials having a very wide range of potential benefits such as lateral confinement and improved bonding with cementitious matrices. This phenomenon has resulted in a proliferation of research in the use of auxetic materials in cementitious construction. However, numerous studies have focused on laboratory-scale auxetic cementitious composite samples for non-structural applications, while only very few recent studies have attempted to achieve auxetic behaviour for full-scale structural elements. Studies on auxetic cementitious materials have continued to be exploratory, with a variety of reported findings together with differing recommendations. This paper, therefore, reviews the state of the art on the application of auxetics in cementitious construction, the challenges and opportunities associated with the development and use of these innovative materials, and recommendations for future research to encourage uptake of these materials by engineers. It examines more than 100 primary research articles on the mechanical properties, design, optimisation, and specific applications of auxetics in cementitious composites. An important finding from the review is that the benefits derived from auxetic reinforcements require deformations which far exceed serviceability limits specified for structural elements in static loading. Therefore, the application of a chosen auxetic geometry will require bespoke design procedures to satisfy both strength and stiffness requirements, especially for cementitious composites. Furthermore, the finite element modelling approach of concrete damage plasticity is also noted as an essential tool for analysing the significant deformation behaviour of the structures. The review concludes that there is great potential for auxetic materials and structures through the careful selection of application-specific materials, and the enhancement of bonding between the cement matrix and the auxetic phase. Moreover, hybridising the geometries of the auxetic reinforcement can maintain a balance between the stiffness essential for load-bearing members and the advantages derived from auxeticity.en_GB
dc.description.sponsorshipEngineering and Physical Sciences Research Council (EPSRC)en_GB
dc.format.extent111447-111447
dc.identifier.citationVol. 196, article 111447en_GB
dc.identifier.doihttps://doi.org/10.1016/j.tws.2023.111447
dc.identifier.grantnumberEP/W019027/1en_GB
dc.identifier.urihttp://hdl.handle.net/10871/134891
dc.language.isoenen_GB
dc.publisherElsevieren_GB
dc.rights© 2023 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_GB
dc.subjectAuxeticen_GB
dc.subjectCementitious compositeen_GB
dc.subjectConcreteen_GB
dc.subjectNPRen_GB
dc.subjectNegative poisson's ratioen_GB
dc.subjectStructuresen_GB
dc.titleA state-of-the-art review on the application of auxetic materials in cementitious compositesen_GB
dc.typeArticleen_GB
dc.date.available2024-01-04T11:28:20Z
dc.identifier.issn0263-8231
exeter.article-number111447
dc.descriptionThis is the final version. Available on open access from Elsevier via the DOI in this recorden_GB
dc.descriptionData access statement: No new data were created or analysed in this study. Data sharing is not applicable to this article.en_GB
dc.identifier.journalThin-Walled Structuresen_GB
dc.relation.ispartofThin-Walled Structures, 196
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2023-11-30
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2024-01-03
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2024-01-04T11:25:34Z
refterms.versionFCDVoR
refterms.dateFOA2024-01-04T11:28:25Z
refterms.panelBen_GB


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© 2023 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
Except where otherwise noted, this item's licence is described as © 2023 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).