Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/6555
DC FieldValueLanguage
dc.contributor.authorAbdallah, Mohammaden_US
dc.contributor.authorAl Mahmoud, Firasen_US
dc.contributor.authorKhalil, Narimanen_US
dc.contributor.authorKhelil, Abdelouahaben_US
dc.date.accessioned2023-02-13T09:34:07Z-
dc.date.available2023-02-13T09:34:07Z-
dc.date.issued2023-04-01-
dc.identifier.issn01410296-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/6555-
dc.description.abstractStatically indeterminate RC elements such as continuous beams are the most widely used structural form. Their flexural behavior and failure modes are considerably different from those of simply supported ones. The use of FRPs for flexural strengthening and retrofitting continuous RC beams has hardly been studied. Therefore, this paper compares the impacts of NSM-FRP and EB-FRP systems in two-span beams. The overall experimental program of this study consisted of fourteen large-scale bending tests. The performance of each strengthening system is presented and discussed in terms of failure mode, yielding and load-carrying capacities, ductility, and energy absorption capacities, FRP debonding strain, and serviceability state. The experimental results showed that the failure mode is mainly dependent on the type, length, and position of the FRPs, however, a general improvement in the flexural performance of strengthened beams was observed. The NSM technique allows the FRP tensile strength to be better exploited than the EB technique.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.subjectContinuousen_US
dc.subjectFRPen_US
dc.subjectRC beamen_US
dc.subjectServiceabilityen_US
dc.subjectStrengtheningen_US
dc.titleEffect of the strengthening patterns on the flexural performance of RC continuous beams using FRP reinforcementsen_US
dc.typeJournal Articleen_US
dc.identifier.doi10.1016/j.engstruct.2023.115657-
dc.identifier.scopus2-s2.0-85147548933-
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85147548933-
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.volume280en_US
dc.date.catalogued2023-02-13-
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=https://doi.org/10.1016/j.engstruct.2023.115657en_US
dc.relation.ispartoftextEngineering Structuresen_US
crisitem.author.parentorgFaculty of Engineering-
Appears in Collections:Department of Civil and Environmental Engineering
Show simple item record

SCOPUSTM   
Citations

4
checked on Mar 2, 2024

Record view(s)

24
checked on Mar 3, 2024

Google ScholarTM

Check

Dimensions Altmetric

Dimensions Altmetric


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