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dc.contributor.authorFarbák, Matúš
dc.contributor.authorJošt, Jozef
dc.contributor.authorHlinka, Richard
dc.contributor.authorRosmanit, Miroslav
dc.date.accessioned2021-05-12T11:02:17Z
dc.date.available2021-05-12T11:02:17Z
dc.date.issued2021
dc.identifier.citationApplied Sciences. 2021, vol. 11, issue 5, art. no. 2343.cs
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/10084/143066
dc.description.abstractModern construction requirements for building structures are currently focused on reducing the time required for construction, dealing with the lack of qualified human resources and ensuring comprehensive construction work quality. The problems mentioned above of today's construction industry are significantly reduced by modern prefabrication and the efficient use of the most common building materials-steel and concrete. Critical components of such construction systems are their joints. Currently, there are many different types of joints of precast concrete structural elements. Integral parts of these joints are the various anchorages. For connecting load-bearing components, cast-in-place anchor systems are preferred to post-installed ones. The appropriate design of this small but crucial structural component is a complicated engineering issue in some cases. The finite element method (FEM) represents a practical opportunity to design and analyze anchorage systems in detail. A detailed numerical study based on an experimental program was performed to understand cast-in-place anchors' real behavior and clarify some of the parameters of their design. This paper explains the creation of a numerical model, compares the FEM model with the performed experiments and presents the interesting results of the performed parametric study.cs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofseriesApplied Sciencescs
dc.relation.urihttps://doi.org/10.3390/app11052343cs
dc.rights© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectshort-headed anchorcs
dc.subjectnumerical analysiscs
dc.subjectfinite element methodcs
dc.subjectparametrical studycs
dc.titleNumerical analysis of the load-displacement behaviour of cast-in-place progressive anchorage in reinforced concrete memberscs
dc.typearticlecs
dc.identifier.doi10.3390/app11052343
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume11cs
dc.description.issue5cs
dc.description.firstpageart. no. 2343cs
dc.identifier.wos000627960200001


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© 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
Except where otherwise noted, this item's license is described as © 2021 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.