Non-traditional Approach to the Evaluation of the Freeze-thaw Resistance of Concrete based on the Fracture Tests

Simple item page
dc.contributor.authorKucharczyková, Barbaracs
dc.contributor.authorŠimonová, Hanacs
dc.contributor.authorKocáb, Daliborcs
dc.contributor.authorRibeiro Fernandes, Gabrielacs
dc.coverage.issue1cs
dc.coverage.volume322cs
dc.date.accessioned2021-03-03T15:54:07Z
dc.date.available2021-03-03T15:54:07Z
dc.date.issued2020-10-14cs
dc.description.abstractThe paper deals with a pilot study focused on the freeze-thaw (F-T) resistance of concrete. A non-traditional approach to the evaluation of the F-T resistance of concrete based on the determination of the fracture parameters is presented in the paper. Three types of specimens were used in the experimental program – prisms with edge and Chevron notch, and cylinders with the Chevron notch. Three sets of specimens of each shape were tested in total. The reference set was stored in the water until the time of testing. Another two sets of specimens were subjected to 50 and 100 freeze-thaw tests, respectively. One F-T cycle consisted of 4 hours freezing in the air at temperature -18 °C and 2 hours thawing in the water at temperature +20 °C. Based on the results, it can be stated that the values of fracture energy are proportional to the area of the ligament. This finding was observed for all tested sets – non-frost and frost attacked. The values of modulus of elasticity and fracture toughness are influenced more by the geometry and also by the changes of the specimens’ stiffness due to the exposition to the F-T cycles.en
dc.formattextcs
dc.format.extent1-9cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationMATEC Web of Conferences. 2020, vol. 322, issue 1, p. 1-9.en
dc.identifier.doi10.1051/matecconf/202032201015cs
dc.identifier.issn2261-236Xcs
dc.identifier.other166302cs
dc.identifier.urihttp://hdl.handle.net/11012/196386
dc.language.isoencs
dc.publisherEDP Sciencescs
dc.relation.ispartofMATEC Web of Conferencescs
dc.relation.urihttps://www.matec-conferences.org/articles/matecconf/abs/2020/18/matecconf_matbud2020_01015/matecconf_matbud2020_01015.htmlcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/2261-236X/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectfreeze-thaw resistanceen
dc.subjectconcreteen
dc.subjectfracture testen
dc.titleNon-traditional Approach to the Evaluation of the Freeze-thaw Resistance of Concrete based on the Fracture Testsen
dc.type.driverconferenceObjecten
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-166302en
sync.item.dbtypeVAVen
sync.item.insts2021.05.03 16:54:23en
sync.item.modts2021.05.03 16:14:59en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavebního zkušebnictvícs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
matecconf_matbud2020_01015.pdf
Size:
994.55 KB
Format:
Adobe Portable Document Format
Description:
matecconf_matbud2020_01015.pdf
Download
Collections
Ústav stavební mechaniky
Ústav stavebního zkušebnictví