Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/15392
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dc.contributor.authorLiao, F-
dc.contributor.authorHuang, Z-
dc.date.accessioned2017-11-08T13:51:34Z-
dc.date.available2017-11-08T13:51:34Z-
dc.date.issued2017-
dc.identifier.citationJournal of Structural Engineering, (2017)en_US
dc.identifier.issn0733-9445-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/15392-
dc.description.abstractUnder fire conditions, the formation of large cracks within reinforced concrete floor slabs may significantly reduce the fire resistance of buildings. At present very little research has been done for modelling integrity failure of reinforced concrete slabs in fire. In this paper a nonlinear hybrid FE model has been developed to predict the large cracks formed in RC floor slabs in fire. The developed model was validated using the previous tested results. The nonlinear model reported in this paper can be used for assessing the integrity failure of the floor slabs in fire.en_US
dc.description.sponsorshipThe authors gratefully acknowledge the support of the Engineering and Physical Sciences Research Council of Great Britain under Grant No. EP/I031553/1.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.subjectIntegrity failureen_US
dc.subjectReinforced concrete slabs in fireen_US
dc.subjectIndividual cracken_US
dc.subjectSmeared cracken_US
dc.subjectExtended finite element methoden_US
dc.titleModelling Cracks of Reinforced Concrete Slabs under Fire Conditionsen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1061/(ASCE)ST.1943-541X.0001996-
dc.relation.isPartOfJournal of Structural Engineering-
pubs.publication-statusAccepted-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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