Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/91239
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dc.contributorDepartment of Building Services Engineeringen_US
dc.creatorJiang, Len_US
dc.creatorOrabi, MAen_US
dc.creatorQiu, Jinen_US
dc.creatorUsmani, Asifen_US
dc.date.accessioned2021-10-08T06:18:14Z-
dc.date.available2021-10-08T06:18:14Z-
dc.identifier.isbn978-1-74272-343-3en_US
dc.identifier.urihttp://hdl.handle.net/10397/91239-
dc.description11th International Conference on Structures in Fire (SiF2020), Online, 30 November - 2 December 2020en_US
dc.language.isoenen_US
dc.rightsThe paper is published under a Creative Commons Attribution Non- Commercial (CC BY-NC 3.0) (https://creativecommons.org/licenses/by-nc/3.0/deed.en_US)en_US
dc.rightsThe following publication Jiang, Liming, Orabi, Mhd Anwar, Qiu, Jin, and Usmani, Asif (2020). Modelling concrete slabs subjected to localised fire action with OpenSees. 11th International Conference on Structures in Fire (SiF2020), Online, 30 November - 2 December 2020. Brisbane, Australia: The University of Queensland is available at https://doi.org/10.14264/2acf3b9en_US
dc.subjectStructuresen_US
dc.subjectFinite element modellingen_US
dc.subjectLocalised fireen_US
dc.subjectFire testsen_US
dc.titleModelling concrete slabs subjected to localised fire action with OpenSeesen_US
dc.typeConference Paperen_US
dc.identifier.spage46en_US
dc.identifier.epage54en_US
dc.identifier.doi10.14264/2acf3b9en_US
dcterms.abstractReinforced concrete slabs in fire have been heavily studied over the last three decades. However, most experimental and numerical work focuses on long-term uniform exposure to standard fire. Considerably less effort has been put into investigating the response to localised fires that result in planarly non-uniform temperature distribution in exposed elements. In this paper, the OpenSees for Fire framework is presented, verified against benchmark solutions, and validated against experimental tests. The thermal wrapper developed within OpenSees is then presented and used to apply localised fire exposure to the validated slab models. It is seen that the deflections produced by the localised fire exposure are less than the standard fire exposure. It is also shown that by using the damage perimeter from the concrete damage plasticity model developed for OpenSees it is possible to predict the degree of cracking in the top layer each fire model is expected to produce.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationIn D Lange, C Maluk, KH Tan, D Zhang, Y Zhang, JM Alvarez, J Hidalgo, F Wiesner, M Mclaggan, A Zaben, W Wu & H Xu (Eds.). Proceedings of the 11th International Conference on Structures in Fire (SiF2020). 11th International Conference on Structures in Fire (SiF2020), p.46-54. Brisbane, Australia: The University of Queensland, 2020. [Online]en_US
dcterms.issued2020-
dc.identifier.scopusP0031564-
dc.relation.ispartofbookProceedings of the 11th International Conference on Structures in Fire (SiF2020)en_US
dc.relation.conferenceInternational Conference on Structures in Fire [SIF]en_US
dc.description.validate202110 bchyen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumbera1037-n01-
dc.identifier.SubFormID2462-
dc.description.fundingSourceOthersen_US
dc.description.pubStatusPublisheden_US
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