Punching shear failure of concrete ground supported slab

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dc.contributor.authorSucharda, Oldřich
dc.contributor.authorŠmiřáková, Martina
dc.contributor.authorVašková, Jana
dc.contributor.authorMatečková, Pavlína
dc.contributor.authorKubošek, Jan
dc.contributor.authorČajka, Radim
dc.date.accessioned2018-07-19T05:09:48Z
dc.date.available2018-07-19T05:09:48Z
dc.date.issued2018
dc.description.abstractThe article handles potential approaches to design and determination of total load capacity of foundation slabs and floors. The research is focused on punching shear failure of reinforced ground supported slab. The article presents detailed results of the experiment made and advanced numerical modelling based on nonlinear analysis and application of fracture-plastic model. The experiment made included a 2.0 X 1.95 m reinforced concrete slab-on-ground of 120 mm thickness. The experiment was followed by a parametric study of total load capacity calculation with nonlinear analysis which is supplemented by calculations based on existing design model code.cs
dc.description.firstpageart. no. 36cs
dc.description.issue1cs
dc.description.sourceWeb of Sciencecs
dc.description.volume12cs
dc.format.extent4071565 bytes
dc.format.mimetypeapplication/pdf
dc.identifier.citationInternational Journal of Concrete Structures and Materials. 2018, vol. 12, issue 1, art. no. 36.cs
dc.identifier.doi10.1186/s40069-018-0263-6
dc.identifier.issn1976-0485
dc.identifier.issn2234-1315
dc.identifier.urihttp://hdl.handle.net/10084/130669
dc.identifier.wos000437119100012
dc.language.isoencs
dc.publisherSpringercs
dc.relation.ispartofseriesInternational Journal of Concrete Structures and Materialscs
dc.relation.urihttps://doi.org/10.1186/s40069-018-0263-6cs
dc.rights© The Author(s) 2018cs
dc.rightsThis article is distributed under the terms of the Creative Commons Attribution 4.0 International License, which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
dc.rights.accessopenAccesscs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectpunching shear analysiscs
dc.subjectconcrete slabcs
dc.subjectground-supported slabcs
dc.subjectreinforcedcs
dc.subjectfracture-plastic modelcs
dc.subjectnonlinear analysiscs
dc.subjectfracture-plastic materialcs
dc.titlePunching shear failure of concrete ground supported slabcs
dc.typearticlecs
dc.type.statusPeer-reviewedcs
dc.type.versionpublishedVersioncs

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