Design and analysis of a double composite truss girder for long span bridges using perfobond leiste

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dc.contributor.authorSaleem, Jaafar J.
dc.contributor.authorGhasemlounia, Redvan
dc.contributor.authorMuteb, Haitham H.
dc.date.accessioned2025-09-01T06:25:04Z
dc.date.available2025-09-01T06:25:04Z
dc.date.issued2025
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractThis research investigates the behavior and analyzes the response of a Double Composite Truss Girder (DCTG) under increasing static load, in comparison to a Single Composite Truss Girder (SCTG) under the same conditions. The benefits of a composite structure are demonstrated, namely its ability to produce a lightweight girder suitable for bridge superstructures, especially in long continuous spans with the idea of converting the concrete web to steel truss. The present study also aims to increase the girder’s ability to resist high hogging moments in the negative moment regions. The experimental work involved the fabrication and testing of eight composite truss girder specimens with constant dimensions of 2620 mm x 350 mm x 400 mm of steel warren truss girder under two-point static load. A validation study was conducted using numerical analysis methods along with the Abaqus software program to simulate the eight models. Perfobond Leiste (PRL) shear connectors were deployed and the slip ratio, deflection ratio, girder strength, and stress–strain relationship results for each sample were presented.
dc.identifier.doi10.48084/etasr.11063
dc.identifier.endpage24381
dc.identifier.issn2241-4487
dc.identifier.issue4
dc.identifier.scopus2-s2.0-105013097104
dc.identifier.scopusqualityQ2
dc.identifier.startpage24370
dc.identifier.urihttps://doi.org/10.48084/etasr.11063
dc.identifier.urihttps://hdl.handle.net/11501/2336
dc.identifier.volume15
dc.indekslendigikaynakScopus
dc.institutionauthorSaleem, Jaafar J.
dc.institutionauthorGhasemlounia, Redvan
dc.institutionauthorid0009-0001-7677-1085
dc.institutionauthorid0000-0003-1796-4562
dc.language.isoen
dc.publisherDr D. Pylarinos
dc.relation.ispartofEngineering, Technology and Applied Science Research
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectAbaqus Simulation
dc.subjectDouble Composite Girder
dc.subjectExperiment Study
dc.subjectHogging Moment
dc.subjectPerfobond Lieste Shear Connector
dc.subjectStatic Load
dc.subjectWarren Truss
dc.titleDesign and analysis of a double composite truss girder for long span bridges using perfobond leiste
dc.typeArticle

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