Please use this identifier to cite or link to this item:
https://hdl.handle.net/20.500.14279/22634
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Wang, Fayu | - |
dc.contributor.author | Kyriakides, Nicholas | - |
dc.contributor.author | Chrysostomou, Christis | - |
dc.contributor.author | Eleftheriou, Eleftherios | - |
dc.contributor.author | Votsis, Renos | - |
dc.contributor.author | Illampas, Rogiros | - |
dc.date.accessioned | 2021-06-03T06:32:34Z | - |
dc.date.available | 2021-06-03T06:32:34Z | - |
dc.date.issued | 2021-12 | - |
dc.identifier.citation | International Journal of Concrete Structures and Materials, 2021, vol. 15, no. 1, articl. no. 22 | en_US |
dc.identifier.issn | 22341315 | - |
dc.identifier.uri | https://hdl.handle.net/20.500.14279/22634 | - |
dc.description.abstract | Fabric 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.format | en_US | |
dc.language.iso | en | en_US |
dc.relation | Novel Integrated Approach for Seismic and Energy Upgrading of Existing Buildings (SupERB) | en_US |
dc.relation.ispartof | International Journal of Concrete Structures and Materials | en_US |
dc.rights | © The Author(s) 2021. This article is licensed under a Creative Commons Attribution 4.0 International License. | en_US |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | * |
dc.subject | Bond behaviour | en_US |
dc.subject | Cementitious composite materials | en_US |
dc.subject | Fabric reinforced cementitious matrix | en_US |
dc.subject | Fibre fabric | en_US |
dc.subject | Retrofitting masonry walls | en_US |
dc.subject | Seismic resistance upgrading | en_US |
dc.subject | Textile reinforced mortars | en_US |
dc.title | Experimental Research on Bond Behaviour of Fabric Reinforced Cementitious Matrix Composites for Retrofitting Masonry Walls | en_US |
dc.type | Article | en_US |
dc.collaboration | Cyprus University of Technology | en_US |
dc.collaboration | University of Cyprus | en_US |
dc.subject.category | Civil Engineering | en_US |
dc.journals | Open Access | en_US |
dc.country | Cyprus | en_US |
dc.subject.field | Engineering and Technology | en_US |
dc.publication | Peer Reviewed | en_US |
dc.identifier.doi | 10.1186/s40069-021-00460-1 | en_US |
dc.relation.issue | 1 | en_US |
dc.relation.volume | 15 | en_US |
cut.common.academicyear | 2021-2022 | en_US |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_6501 | - |
item.fulltext | With Fulltext | - |
item.languageiso639-1 | en | - |
item.cerifentitytype | Publications | - |
item.openairetype | article | - |
crisitem.journal.journalissn | 2234-1315 | - |
crisitem.journal.publisher | Springer Nature | - |
crisitem.project.grantno | SupERB | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.dept | Department of Civil Engineering and Geomatics | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.faculty | Faculty of Engineering and Technology | - |
crisitem.author.orcid | 0000-0002-8956-7155 | - |
crisitem.author.orcid | 0000-0002-7141-7423 | - |
crisitem.author.orcid | 0000-0002-4433-2184 | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
crisitem.author.parentorg | Faculty of Engineering and Technology | - |
Appears in Collections: | Άρθρα/Articles |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Wang2021_Article_ExperimentalResearchOnBondBeha.pdf | Fulltext | 3.72 MB | Adobe PDF | View/Open |
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