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Compressive behaviour of steel tubes filled with strain hardening cementitious composites

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Compressive behaviour of steel tubes filled with strain hardening cementitious composites

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dc.contributor.author Shuaibu, Richard es_ES
dc.contributor.author Tao, Zhong es_ES
dc.contributor.author Pan, Zhu es_ES
dc.contributor.author Hassan, Md Kamrul es_ES
dc.contributor.author Zhou, Jian es_ES
dc.date.accessioned 2018-09-24T06:42:54Z
dc.date.available 2018-09-24T06:42:54Z
dc.date.issued 2018-06-05
dc.identifier.isbn 9788490486016
dc.identifier.uri http://hdl.handle.net/10251/107926
dc.description.abstract [EN] This paper presents the compressive behaviour of steel tubes filled with strain hardening cementitious composites (SHCC) through experimental and numerical investigations. The main parameters considered in the experimental study include type (SHCC and normal concrete) and strength (normal and high strength) of the in-fill material, steel tube thickness (2 and 4 mm) and cross-section type (circular and square). To develop the SHCC material, 2% of polyvinyl alcohol fibres by volume were used. The test results indicate that the performance of SHCC-filled steel tubes is generally similar to that of the counterparts filled with normal concrete. A finite element (FE) model was then developed to predict the load–deformation curves of the test specimens. In general, a reasonably good match is obtained between the predicted and measured curves. es_ES
dc.description.sponsorship The fist author would like to appreciate the liberality of Australian government and Western Sydney University for providing him a PhD scholarship, without which this research would not have been possible. The authors also want to acknowledge the assistance from the Project Manager, Mr. Robert Marshall and other Technical Officers at the Centre for Infrastructure Engineering Laboratory, Western Sydney University. es_ES
dc.format.extent 8 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 Concrete-filled steel tubular columns es_ES
dc.subject Strain hardening cementitious composites es_ES
dc.subject Normal concrete es_ES
dc.subject Compressive behaviour es_ES
dc.title Compressive behaviour of steel tubes filled with strain hardening cementitious composites es_ES
dc.type Capítulo de libro es_ES
dc.type Comunicación en congreso es_ES
dc.identifier.doi 10.4995/ASCCS2018.2018.6968
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Shuaibu, R.; Tao, Z.; Pan, Z.; Hassan, MK.; Zhou, J. (2018). Compressive behaviour of steel tubes filled with strain hardening cementitious composites. En Proceedings of the 12th International Conference on Advances in Steel-Concrete Composite Structures. ASCCS 2018. Editorial Universitat Politècnica de València. 351-358. https://doi.org/10.4995/ASCCS2018.2018.6968 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/6968 es_ES
dc.description.upvformatpinicio 351 es_ES
dc.description.upvformatpfin 358 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.relation.pasarela OCS\6968 es_ES
dc.contributor.funder Australian Government
dc.contributor.funder University of Western Sydney


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