A numerical study of two different specimen fixtures for the modified compact tension test – their influence on concrete fracture parameters

Simple item page
dc.contributor.authorHolušová, Táňacs
dc.contributor.authorSeitl, Stanislavcs
dc.contributor.authorCifuentes, Héctorcs
dc.contributor.authorFernández-Canteli, Alfonsocs
dc.coverage.issue35cs
dc.coverage.volume10cs
dc.date.accessioned2020-08-04T11:01:39Z
dc.date.available2020-08-04T11:01:39Z
dc.date.issued2016-01-01cs
dc.description.abstractThe modified compact tension test (MCT) may represent a new test configuration for the performance of static and other kinds of fatigue tests on concrete-like materials. Core drilling can be employed to obtain specimens which are cylindrical in shape and have a standard diameter of 150 mm, this being appropriate for the determination of the residual life of structures. This contribution focuses on the evaluation of MCT specimen fracture behavior during static tests. Cracks evolution are simulated numerically using ATENA finite element (FE) software, while the results are represented as L-COD diagrams, i.e. load vs. crack opening displacement measured on the loading axis. After numerical calculations, the results for two different fixtures are compared and the advantages or drawbacks for each solution are discussed.en
dc.formattextcs
dc.format.extent242-249cs
dc.format.mimetypeapplication/pdfcs
dc.identifier.citationFrattura ed Integrita Strutturale. 2016, vol. 10, issue 35, p. 242-249.en
dc.identifier.doi10.3221/IGF-ESIS.35.28cs
dc.identifier.issn1971-8993cs
dc.identifier.other120516cs
dc.identifier.urihttp://hdl.handle.net/11012/180523
dc.language.isoencs
dc.publisherGruppo Italiano Fratturacs
dc.relation.ispartofFrattura ed Integrita Strutturalecs
dc.relation.urihttp://www.gruppofrattura.it/pdf/rivista/numero35/numero_35_art_28.pdfcs
dc.rightsCreative Commons Attribution 4.0 Internationalcs
dc.rights.accessopenAccesscs
dc.rights.sherpahttp://www.sherpa.ac.uk/romeo/issn/1971-8993/cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectModifikovaná zkouška excentrickým tahem
dc.subjectLomové parametry
dc.subjectCementové kompozity
dc.subjectMKP
dc.subjectModified Compact Tension Testen
dc.subjectFracture Parametersen
dc.subjectCementitious Compositesen
dc.subjectFEMen
dc.titleA numerical study of two different specimen fixtures for the modified compact tension test – their influence on concrete fracture parametersen
dc.title.alternativeNumerická studie dvou různých způsobů ucyhcení tělesa pro modifikovanou zkoušku excentrickým tahem - jejich vliv na betonové lomové parametrycs
dc.type.driverarticleen
dc.type.statusPeer-revieweden
dc.type.versionpublishedVersionen
sync.item.dbidVAV-120516en
sync.item.dbtypeVAVen
sync.item.insts2020.08.04 13:01:39en
sync.item.modts2020.08.04 12:47:38en
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Fakulta stavebnícs
thesis.grantorVysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechanikycs
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
1650619211020151228.pdf
Size:
1.63 MB
Format:
Adobe Portable Document Format
Description:
1650619211020151228.pdf
Download
Collections
Fakulta stavební
Ústav stavební mechaniky