dc.contributor.author | Sucharda, Oldřich | |
dc.contributor.author | Šmiřáková, Martina | |
dc.contributor.author | Vašková, Jana | |
dc.contributor.author | Matečková, Pavlína | |
dc.contributor.author | Kubošek, Jan | |
dc.contributor.author | Čajka, Radim | |
dc.date.accessioned | 2018-07-19T05:09:48Z | |
dc.date.available | 2018-07-19T05:09:48Z | |
dc.date.issued | 2018 | |
dc.identifier.citation | International Journal of Concrete Structures and Materials. 2018, vol. 12, issue 1, art. no. 36. | cs |
dc.identifier.issn | 1976-0485 | |
dc.identifier.issn | 2234-1315 | |
dc.identifier.uri | http://hdl.handle.net/10084/130669 | |
dc.description.abstract | The 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.format.extent | 4071565 bytes | |
dc.format.mimetype | application/pdf | |
dc.language.iso | en | cs |
dc.publisher | Springer | cs |
dc.relation.ispartofseries | International Journal of Concrete Structures and Materials | cs |
dc.relation.uri | https://doi.org/10.1186/s40069-018-0263-6 | cs |
dc.rights | © The Author(s) 2018 | cs |
dc.rights | This 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.uri | http://creativecommons.org/licenses/by/4.0/ | cs |
dc.subject | punching shear analysis | cs |
dc.subject | concrete slab | cs |
dc.subject | ground-supported slab | cs |
dc.subject | reinforced | cs |
dc.subject | fracture-plastic model | cs |
dc.subject | nonlinear analysis | cs |
dc.subject | fracture-plastic material | cs |
dc.title | Punching shear failure of concrete ground supported slab | cs |
dc.type | article | cs |
dc.identifier.doi | 10.1186/s40069-018-0263-6 | |
dc.rights.access | openAccess | cs |
dc.type.version | publishedVersion | cs |
dc.type.status | Peer-reviewed | cs |
dc.description.source | Web of Science | cs |
dc.description.volume | 12 | cs |
dc.description.issue | 1 | cs |
dc.description.firstpage | art. no. 36 | cs |
dc.identifier.wos | 000437119100012 | |