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dc.contributor.authorZezulová, Evacs
dc.contributor.authorHasilová, Kamilacs
dc.contributor.authorKomárková, Terezacs
dc.contributor.authorStoniš, Patrikcs
dc.contributor.authorŠtoller, Jiřícs
dc.contributor.authorAnton, Ondřejcs
dc.date.accessioned2020-11-25T15:54:34Z
dc.date.available2020-11-25T15:54:34Z
dc.date.issued2020-11-18cs
dc.identifier.citationApplied Sciences - Basel. 2020, vol. 10, issue 22, p. 1-16.en
dc.identifier.issn2076-3417cs
dc.identifier.other166031cs
dc.identifier.urihttp://hdl.handle.net/11012/195690
dc.description.abstractThe protective structure is designed to protect the live force against the impact of a shock wave and projectiles, it cannot be diagnosed by the destructive method which devalues the protective structure by sampling. The authors are looking for a combination of suitable non-destructive technology (NDT) methods that would be used in the future to prove the degree of damage to cement-based protective structures after an explosion. This article represents the first part of an experiment designed to verify the applicability of NDT methods, to evaluate the degree of damage of the protective structure in the field. The experiment consists of three parts. The first part is a laboratory verification of the initial material characteristics of the materials used. The first test set of structural elements is made of steel fiber-reinforced concrete. The elements are evaluated using NDT methods and for comparison by destructive laboratory methods. The second part is the impact of structures using explosion and evaluation of the condition of structures using NDT methods in the field. The last part is used to verify the results of the NDT method, which ensures the residual strength of the structure in the laboratory and try to find the relationship between changes in the results of NDT methods and the residual strength. Radiography was included in the introductory and concluding parts of the experiment to verify the results. Although this method is not suitable for using in-situ, it is the only standardized method of the NDT methods used.en
dc.formattextcs
dc.format.extent1-16cs
dc.format.mimetypeapplication/pdfcs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofApplied Sciences - Baselcs
dc.relation.urihttps://www.mdpi.com/2076-3417/10/22/8161cs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectsteel fiber-reinforced concrete (SFRC)en
dc.subjectultrasonic testingen
dc.subjectradiographyen
dc.subjectelectromagnetic testingen
dc.subjectNDT evaluation in situen
dc.subjectmilitary fortification constructionen
dc.titleNDT Methods Suitable for Evaluation the Condition of Military Fortification Construction in the Fielden
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
thesis.grantorVysoké učení technické v Brně. . Univerzita obranycs
sync.item.dbidVAV-166031en
sync.item.dbtypeVAVen
sync.item.insts2021.02.12 16:57:59en
sync.item.modts2021.02.12 16:15:24en
dc.coverage.issue22cs
dc.coverage.volume10cs
dc.identifier.doi10.3390/app10228161cs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2076-3417/cs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen


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Creative Commons Attribution 4.0 International
Except where otherwise noted, this item's license is described as Creative Commons Attribution 4.0 International