Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/2537
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dc.contributor.authorSaliba, Najib G.en_US
dc.contributor.authorReal, Een_US
dc.contributor.authorGardner, Leroyen_US
dc.date.accessioned2020-12-23T09:15:16Z-
dc.date.available2020-12-23T09:15:16Z-
dc.date.issued2014-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/2537-
dc.description.abstractThe behaviour and design of stainless steel plate girders loaded in shear is investigated in this paper. A review of existing methods for the design of stainless steel plate girders, including codified provisions, is first presented. A database of thirty-four experiments carried out on austenitic, duplex and lean duplex stainless steel plate girders is then reported, and used to assess the current shear resistance design equations from Eurocode 3: Part 1.4 and Eurocode 3: Part 1.5 and the recent proposals from the literature. The comparisons clearly indicate that the design provisions of Eurocode 3: Part 1.4 are conservative and that improved results can be achieved by applying Eurocode 3: Part 1.5 and the proposed expressions of Estrada et al. However, yet further improvements are possible and, based on the available structural performance data, revised design expressions for the calculation of the ultimate shear capacity of stainless steel plate girders suitable for incorporation into future revisions of Eurocode 3: Part 1.4 have been proposed and statistically verified. Unlike the current provisions of Eurocode 3: Part 1.4, the design rules proposed herein differentiate between rigid and non-rigid end posts, and, offer enhancements in shear buckling capacity of around 10%.en_US
dc.format.extent8 p.en_US
dc.language.isoengen_US
dc.subjectDesign methodsen_US
dc.subjectEurocode 3en_US
dc.subjectExperimental dataen_US
dc.subjectReliability analysisen_US
dc.subjectRigid and non-rigid end posten_US
dc.subjectRotated stress field methoden_US
dc.subjectShear bucklingen_US
dc.subjectTestingen_US
dc.subjectUltimate shear capacityen_US
dc.subject.lcshPlate girdersen_US
dc.subject.lcshStainless steelen_US
dc.titleShear design recommendations for stainless steel plate girdersen_US
dc.typeJournal Articleen_US
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.volume59en_US
dc.description.startpage220en_US
dc.description.endpage228en_US
dc.date.catalogued2017-12-01-
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=https://www.sciencedirect.com/science/article/pii/S0141029613004768en_US
dc.identifier.OlibID175333-
dc.relation.ispartoftextJournal of engineering structuresen_US
dc.provenance.recordsourceOliben_US
crisitem.author.parentorgFaculty of Engineering-
Appears in Collections:Department of Civil and Environmental Engineering
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