Numerical analyses of interaction of steel-fibre reinforced concrete slab model with subsoil

Labudková, Jana; Čajka, Radim

dc.contributor.author	Labudková, Jana
dc.contributor.author	Čajka, Radim
dc.date.accessioned	2017-03-13T11:16:38Z
dc.date.available	2017-03-13T11:16:38Z
dc.date.issued	2017
dc.identifier.citation	Frattura ed Integrità Strutturale. 2017, no. 39, p. 47-55.	cs
dc.identifier.issn	1971-8993
dc.identifier.uri	http://hdl.handle.net/10084/116930
dc.description.abstract	Numerical analyses of contact task were made with FEM. The test sample for the task was a steel-fibre reinforced concrete foundation slab model loaded during experimental loading test. Application of inhomogeneous half-space was used in FEM analyses. Results of FEM analyses were also confronted with the values measured during the experiment.	cs
dc.format.extent	2297434 bytes
dc.format.mimetype	application/pdf
dc.language.iso	en	cs
dc.publisher	Gruppo Italiano Frattura	cs
dc.relation.ispartofseries	Frattura ed Integrità Strutturale	cs
dc.relation.uri	http://dx.doi.org/10.3221/IGF-ESIS.39.06	cs
dc.rights	© 2017 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.	cs
dc.rights.uri	http://creativecommons.org/licenses/by/4.0/	cs
dc.subject	foundation structure	cs
dc.subject	subsoil–structure interaction	cs
dc.subject	FEM	cs
dc.subject	steel-fibre reinforced concrete	cs
dc.title	Numerical analyses of interaction of steel-fibre reinforced concrete slab model with subsoil	cs
dc.type	article	cs
dc.identifier.doi	10.3221/IGF-ESIS.39.06
dc.rights.access	openAccess
dc.type.version	publishedVersion	cs
dc.type.status	Peer-reviewed	cs
dc.description.source	Web of Science	cs
dc.description.issue	39	cs
dc.description.lastpage	55	cs
dc.description.firstpage	47	cs
dc.identifier.wos	000393177200006

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© 2017 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

Except where otherwise noted, this item's license is described as © 2017 This is an open access article under the terms of the CC-BY 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.