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dc.contributor.authorXue, Hui Zhong
dc.contributor.authorGuan, Hong
dc.contributor.authorLu, Xin Zheng
dc.contributor.authorLi, Yi
dc.contributor.editorGu, Yuantong
dc.contributor.editorGuan, Hong
dc.contributor.editorSauret, Emilie
dc.contributor.editorSaha, Suvash
dc.contributor.editorZhan, Haifei
dc.contributor.editorPersky, Rodney
dc.date.accessioned2021-07-25T06:00:23Z
dc.date.available2021-07-25T06:00:23Z
dc.date.issued2016
dc.identifier.issn1662-7482
dc.identifier.doi10.4028/www.scientific.net/amm.846.231
dc.identifier.urihttp://hdl.handle.net/10072/406293
dc.description.abstractPunching shear is a common failure mode occurring at the slab-column connection region of a reinforced concrete (RC) flat plate. Progressive collapse of RC flat plates poses a significant scientific question on the post punching behaviour of such a structural system. The challenge lies in the complex interactions amongst various internal actions including large unbalanced moments and shear forces. Existing numerical models are unable to differentiate the influence of each individual action within the connection region after punching occurs. Therefore, a new numerical model is required to model these actions individually as well as to evaluate their interrelationships. This paper thus aims to propose a numerical method to investigate the structural response of RC slab-column connections by using a micro model, based on a representative post punching failure experiment. In the micro model, concrete is simulated using solid elements whilst the reinforcement is modelled with truss elements. In this micro model, the constitutive laws and failure criteria of materials play a crucial role in describing the model’s structural behaviour. A typical structural response is discussed and a calibration method is established. Ultimately this study is expected to facilitate the development of an effective, yet simplified numerical model for future progressive collapse simulation of slab-column connections.
dc.description.peerreviewedYes
dc.publisherTrans Tech Publications
dc.relation.ispartofpagefrom231
dc.relation.ispartofpageto236
dc.relation.ispartofjournalApplied Mechanics and Materials
dc.relation.ispartofvolume846
dc.subject.fieldofresearchEngineering
dc.subject.fieldofresearchcode09
dc.titleSimulating post punching behaviour of RC slab-column connections using a micro model
dc.typeJournal article
dc.type.descriptionC1 - Articles
dcterms.bibliographicCitationXue, HZ; Guan, H; Lu, XZ; Li, Y, Simulating post punching behaviour of RC slab-column connections using a micro model, Applied Mechanics and Materials, 846, pp. 231-236
dc.date.updated2021-07-25T05:55:12Z
gro.hasfulltextNo Full Text
gro.griffith.authorGuan, Hong
gro.griffith.authorXue, Huizhong


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