Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/1814
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dc.contributor.authorSaliba, Najib G.en_US
dc.contributor.authorGardner, Leroyen_US
dc.date.accessioned2020-12-23T09:00:29Z-
dc.date.available2020-12-23T09:00:29Z-
dc.date.issued2013-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/1814-
dc.description.abstractDespite growing interest in the use of stainless steel in construction and the development of a number of national and regional design codes, stainless steel is often still regarded as only suitable for specialised applications. This is partly due to the high initial material cost associated with the most commonly adopted austenitic grades. The initial material cost of stainless steel is largely controlled by the alloy content, in particular the level of nickel, which is around 8%–10% for the common austenitic grades. A recently developed grade, known as lean duplex stainless steel (EN 1.4162), has a far lower nickel content, around 1.5%, and hence lower cost. Despite the low nickel content, it possesses higher strength than the common austenitic stainless steels, along with good corrosion resistance and high temperature properties and adequate weldability and fracture toughness. The structural performance of lean duplex stainless steel remains relatively unexplored to date with only a few studies having been performed. For this reason, an experimental and analytical research programme investigating the structural characteristics of lean duplex stainless steel was initiated. The present paper summarises the laboratory tests performed on lean duplex stainless steel welded I-sections. The experiments include material testing, stub column tests and 3-point and 4-point bending tests. The experimental data were supplemented by results generated by means of a comprehensive numerical investigation including parametric studies covering a wide range of cross-sections. The obtained experimental and numerical results, together with the results of previous tests performed on lean duplex stainless steel cold-formed hollow sections are reported and used to assess the applicability of existing cross-section classification limits and the continuous strength method (CSM) to lean duplex stainless steel. Furthermore, the structural performance of lean duplex stainless steel was compar.en_US
dc.format.extent14 p.en_US
dc.language.isoengen_US
dc.subjectCompressionen_US
dc.subjectCross-section classificationen_US
dc.subjectExperimentsen_US
dc.subjectFinite elementen_US
dc.subjectLean duplexen_US
dc.subjectNumerical modellingen_US
dc.subjectStructural testingen_US
dc.subjectStub columnsen_US
dc.subjectWelded I-sectionsen_US
dc.subject.lcshBendingen_US
dc.subject.lcshStainless steelen_US
dc.titleCross-section stability of lean duplex stainless steel welded I-sectionsen_US
dc.typeJournal Articleen_US
dc.identifier.doi10.1016/j.jcsr.2012.09.007-
dc.contributor.affiliationDepartment of Civil and Environmental Engineeringen_US
dc.description.volume80en_US
dc.description.startpage1en_US
dc.description.endpage14en_US
dc.date.catalogued2017-12-01-
dc.description.statusPublisheden_US
dc.identifier.ezproxyURLhttp://ezsecureaccess.balamand.edu.lb/login?url=https://doi.org/10.1016/j.jcsr.2012.09.007en_US
dc.identifier.OlibID175335-
dc.relation.ispartoftextJournal of constructional steel researchen_US
dc.provenance.recordsourceOliben_US
crisitem.author.parentorgFaculty of Engineering-
Appears in Collections:Department of Civil and Environmental Engineering
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