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Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System

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Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System

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dc.contributor.author Ahmed, Inas es_ES
dc.contributor.author Tsavdaridis, Konstantinos es_ES
dc.contributor.author Neysari, Farzad es_ES
dc.contributor.author Forth, John es_ES
dc.date.accessioned 2018-09-25T07:33:18Z
dc.date.available 2018-09-25T07:33:18Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/108077
dc.description.abstract [EN] This paper introduces a novel prefabricated and shallow steel-concrete composite flooring system which is consisted of two main structural components: two C-channel steel beams and a partially encased concrete floor. The concrete floor, which is in the form of T ribbed slab sections, was constructed using two types of concrete (reinforced normal concrete and reinforced lightweight aggregate concrete). The steel edge beams partially encase the floor slab and provide clear and straight finish edges. The floor slab spans to a maximum of 2.0m inclusive of the width of the steel edges with a finished depth of only 230mm. The unique features of the proposed system are reducing the weight and the number of erection lifts (during installation) by using lighter elements (lightweight concrete and shallow steel beams) while the wider possible units have been proposed to fit on transportation tracks; further reducing the extent of site works by pre-off site fabrication, examining the material cost against the fabrication and site erection costs. For the composite slab in bending, the longitudinal shear force is transferred by a unique shear mechanism which results from the special shear connectors. This paper includes the work of a total 2 full-scale push-out tests aimed at investigating the longitudinal shear behaviour of these novel flooring systems and the effects of additional shear connectors. An analytical work is also carried out to investigate the failure mechanism of the system. es_ES
dc.description.sponsorship The authors would like to acknowledge Lytag for their kind contribution in providing the material for the conduction of the full experimental campaign. es_ES
dc.format.extent 6 es_ES
dc.language Inglés es_ES
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018 es_ES
dc.rights Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) es_ES
dc.subject Shear connectors es_ES
dc.subject Web-welded studs es_ES
dc.subject Flooring system es_ES
dc.subject Push-out test es_ES
dc.subject Lightweight aggregate concrete es_ES
dc.title Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.6925
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Ahmed, I.; Tsavdaridis, K.; Neysari, F.; Forth, J. (2018). Push-Out Tests for a Novel Prefabricated Steel-Concrete Composite Shallow Flooring System. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 101-106. https://doi.org/10.4995/ASCCS2018.2018.6925 es_ES
dc.description.accrualMethod OCS es_ES
dc.relation.conferencename 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018 es_ES
dc.relation.conferencedate Junio 27-29,2018 es_ES
dc.relation.conferenceplace Valencia, Spain es_ES
dc.relation.publisherversion http://ocs.editorial.upv.es/index.php/ASCCS/ASCCS2018/paper/view/6925 es_ES
dc.description.upvformatpinicio 101 es_ES
dc.description.upvformatpfin 106 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\6925 es_ES


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