Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/161916
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dc.contributor.authorZhong, Yukaien_US
dc.contributor.authorZhao, Ouen_US
dc.contributor.authorGardner, Leroyen_US
dc.date.accessioned2022-09-26T05:28:29Z-
dc.date.available2022-09-26T05:28:29Z-
dc.date.issued2022-
dc.identifier.citationZhong, Y., Zhao, O. & Gardner, L. (2022). Experimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fire. Thin-Walled Structures, 175, 109248-. https://dx.doi.org/10.1016/j.tws.2022.109248en_US
dc.identifier.issn0263-8231en_US
dc.identifier.urihttps://hdl.handle.net/10356/161916-
dc.description.abstractThis paper presents an experimental and numerical investigation into the post-fire behaviour and residual capacity of S700 high strength steel circular hollow section (CHS) beam–columns. The experimental investigation was performed on ten S700 high strength steel CHS beam–columns and included heating and cooling of the specimens as well as post-fire material testing, initial global geometric imperfection measurements and pin-ended eccentric compression tests. A subsequent numerical investigation was conducted, where finite element models were developed and validated against the test results and then employed to carry out parametric studies to generate further numerical data over a wide range of cross-section dimensions, member lengths and loading combinations. In view of the fact that there are no specific provisions for the design of steel structures after exposure to fire, the relevant room temperature design interaction curves were evaluated, using post-fire material properties, to assess their applicability to S700 high strength steel CHS beam–columns after exposure to fire, based on the test and numerical data. The evaluation results revealed that the interaction curves provided in the American Specification and Australian Standard result in a high level of design accuracy and consistency, while the Eurocode interaction curve leads to more conservative and scattered failure load predictions. Finally, a revised Eurocode interaction curve, with more accurate end points, was proposed and shown to offer improved failure load predictions for S700 high strength steel CHS beam–columns after exposure to fire.en_US
dc.language.isoenen_US
dc.relation04SBS000325C120en_US
dc.relation.ispartofThin-Walled Structuresen_US
dc.rights© 2022 Elsevier Ltd. All rights reserved.en_US
dc.subjectEngineering::Civil engineeringen_US
dc.titleExperimental and numerical investigation of S700 high strength steel CHS beam–columns after exposure to fireen_US
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doi10.1016/j.tws.2022.109248-
dc.identifier.scopus2-s2.0-85129340095-
dc.identifier.volume175en_US
dc.identifier.spage109248en_US
dc.subject.keywordsCHS Beam–Columnsen_US
dc.subject.keywordsDesign Analysisen_US
dc.description.acknowledgementThe specimens tested in the present paper were fabricated and sponsored by SSAB, AB, Singapore. The first author receives financial supports for his PhD study from a JTC Research Project (Award number: 04SBS000325C120).en_US
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