Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/33073
DC FieldValueLanguage
dc.contributor.authorJung, Michael-
dc.contributor.authorMarkou, George-
dc.date.accessioned2024-10-09T10:24:24Z-
dc.date.available2024-10-09T10:24:24Z-
dc.date.issued2023-01-01-
dc.identifier.citation9th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Athens, Greece, 12-–14 June 2023en_US
dc.identifier.isbn978-618-5827-01-4-
dc.identifier.issn26233347-
dc.identifier.urihttps://hdl.handle.net/20.500.14279/33073-
dc.description.abstractAs a result of shopping centres closing and being converted into either accommodation or factories, engineers have been needing to come up with new and innovative solutions to help increase the strength and decrease the deflection of already built concrete structures. If the structure's purpose was to change, then the building would need to be redesigned to ensure its structural integrity. The objective of this study is to investigate the effects that retrofitted Carbon Fibre Reinforced Polymer (CRFP) plates have on the strength of healthy and corroded waffle slabs. 3D state-of-the-art finite element modeling software will be used to create accurate models that can be used to perform nonlinear analyses. Within these models, factors such as deteriorated concrete and corroded steel will also be modelled to investigate the effects of using CFRP plates as a strengthening approach to deteriorated Reinforced Concrete (RC) structures, and in this case with waffle slabs.en_US
dc.language.isoenen_US
dc.subjectCarbon Fibre Polymeren_US
dc.subjectWaffle Slabsen_US
dc.subjectCorrosionen_US
dc.subjectRetrofiten_US
dc.subjectReinforced Concreteen_US
dc.subjectFinite Element Methoden_US
dc.titleNUMERICAL INVESTIGATION OF RETROFITTING WAFFLE SLABS WITH CARBON FIBRE REINFORCED POLYMER PLATESen_US
dc.typeConference Papersen_US
dc.collaborationUniversity of Pretoriaen_US
dc.subject.categoryComputer and Information Sciencesen_US
dc.subject.categoryENGINEERING AND TECHNOLOGYen_US
dc.subject.categoryCivil Engineeringen_US
dc.countrySouth Africaen_US
dc.subject.fieldEngineering and Technologyen_US
dc.publicationPeer Revieweden_US
dc.relation.conferenceECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineeringen_US
dc.identifier.doi10.7712/120123.10755.20533en_US
dc.identifier.scopus2-s2.0-85203776909-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85203776909-
cut.common.academicyearemptyen_US
item.openairetypeconferenceObject-
item.grantfulltextopen-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-6891-7064-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
Files in This Item:
File SizeFormat
Numerical-investigation.pdf1.09 MBAdobe PDFView/Open
CORE Recommender
Show simple item record

Page view(s)

24
Last Week
0
Last month
12
checked on Dec 11, 2024

Download(s)

20
checked on Dec 11, 2024

Google ScholarTM

Check

Altmetric


Items in KTISIS are protected by copyright, with all rights reserved, unless otherwise indicated.