Приказ основних података о документу

dc.creatorBojović, Dragan
dc.creatorJanković, Ksenija
dc.creatorStojanović, Marko
dc.creatorLončar, Ljiljana
dc.date.accessioned2023-11-09T08:40:06Z
dc.date.available2023-11-09T08:40:06Z
dc.date.issued2014
dc.identifier.issn0352-6852
dc.identifier.urihttp://rims.institutims.rs/handle/123456789/649
dc.description.abstractConcrete testing can be done at micro, mezzo and macro level. Tests at the macro level are the most common and are the ultimate engineering approach, and include testing and comparison of quantities such as commpresive strength, modulus of elasticiti and the like. In this manner you can determine changes in structures of concrete. To be considered during the examination and the file structure of concrete should be seen as concrete material composed of cement stone and aggregate, that is switch to a lower level of analysis – mezzo level. Concrete exposed to freezing changes its characteristics both in terms of strength and in terms of the structure. The aim of this study is to determine how to modify the structure of the concrete after frost action. Changing the structure of concrete was evaluated qualitative and quantitative analysis of pores using a device RapidAir 457.sr
dc.language.isoensr
dc.publisherFaculty Of Civil Engineering Suboticasr
dc.rightsopenAccesssr
dc.rights.urihttps://creativecommons.org/licenses/by-sa/4.0/
dc.sourceJOURNAL OF FACULTY OF CIVIL ENGINEERINGsr
dc.subjectFrost resistancesr
dc.subjectporessr
dc.subjectRapidAir 457sr
dc.titleChanging the structure of concrete after exposure to frostsr
dc.typeconferenceObjectsr
dc.rights.licenseBY-SAsr
dc.citation.epage501
dc.citation.spage497
dc.identifier.doi10.14415/konferencijaGFS2014.067
dc.type.versionpublishedVersionsr


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