Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/22634
DC FieldValueLanguage
dc.contributor.authorWang, Fayu-
dc.contributor.authorKyriakides, Nicholas-
dc.contributor.authorChrysostomou, Christis-
dc.contributor.authorEleftheriou, Eleftherios-
dc.contributor.authorVotsis, Renos-
dc.contributor.authorIllampas, Rogiros-
dc.date.accessioned2021-06-03T06:32:34Z-
dc.date.available2021-06-03T06:32:34Z-
dc.date.issued2021-12-
dc.identifier.citationInternational Journal of Concrete Structures and Materials, 2021, vol. 15, no. 1, articl. no. 22en_US
dc.identifier.issn22341315-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/22634-
dc.description.abstractFabric reinforced cementitious matrix (FRCM) composites, also known as textile reinforced mortars (TRM), an inorganic matrix constituting fibre fabrics and cement-based mortar, are becoming a widely used composite material in Europe for upgrading the seismic resistance of existing reinforced concrete (RC) frame buildings. One way of providing seismic resistance upgrading is through the application of the proposed FRCM system on existing masonry infill walls to increase their stiffness and integrity. To examine the effectiveness of this application, the bond characteristics achieved between (a) the matrix and the masonry substrate and (b) the fabric and the matrix need to be determined. A series of experiments including 23 material performance tests, 15 direct tensile tests of dry fabric and composites, and 30 shear bond tests between the matrix and brick masonry, were carried out to investigate the fabric-to-matrix and matrix-to-substrate bond behaviour. In addition, different arrangements of extruded polystyrene (XPS) plates were applied to the FRCM to test the shear bond capacity of this insulation system when used on a large-scale wall.en_US
dc.formatpdfen_US
dc.language.isoenen_US
dc.relationNovel Integrated Approach for Seismic and Energy Upgrading of Existing Buildings (SupERB)en_US
dc.relation.ispartofInternational Journal of Concrete Structures and Materialsen_US
dc.rights© The Author(s) 2021. This article is licensed under a Creative Commons Attribution 4.0 International License.en_US
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/4.0/*
dc.subjectBond behaviouren_US
dc.subjectCementitious composite materialsen_US
dc.subjectFabric reinforced cementitious matrixen_US
dc.subjectFibre fabricen_US
dc.subjectRetrofitting masonry wallsen_US
dc.subjectSeismic resistance upgradingen_US
dc.subjectTextile reinforced mortarsen_US
dc.titleExperimental Research on Bond Behaviour of Fabric Reinforced Cementitious Matrix Composites for Retrofitting Masonry Wallsen_US
dc.typeArticleen_US
dc.collaborationCyprus University of Technologyen_US
dc.collaborationUniversity of Cyprusen_US
dc.subject.categoryCivil Engineeringen_US
dc.journalsOpen Accessen_US
dc.countryCyprusen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.identifier.doi10.1186/s40069-021-00460-1en_US
dc.relation.issue1en_US
dc.relation.volume15en_US
cut.common.academicyear2021-2022en_US
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairetypearticle-
crisitem.journal.journalissn2234-1315-
crisitem.journal.publisherSpringer Nature-
crisitem.project.grantnoSupERB-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-8956-7155-
crisitem.author.orcid0000-0002-7141-7423-
crisitem.author.orcid0000-0002-4433-2184-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
crisitem.author.parentorgFaculty of Engineering and Technology-
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