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dc.contributor.authorHolušová, Táňa
dc.contributor.authorLozano, Miguel
dc.contributor.authorFernández-Canteli, Alfonso
dc.contributor.authorKomárková, Tereza
dc.contributor.authorKocáb, Dalibor
dc.contributor.authorSeitl, Stanislav
dc.date.accessioned2016-09-27T06:34:48Z
dc.date.available2016-09-27T06:34:48Z
dc.date.issued2015
dc.identifier.citationSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavební. 2015, roč. 15, č. 2, s. 53-63 : il.cs
dc.identifier.issn1213-1962
dc.identifier.urihttp://hdl.handle.net/10084/112054
dc.description.abstractThe modified compact tension test (MCT) might become in the future a stable test configuration for the evaluation of fracture-mechanics parameters or also for description of fatigue behavior of composites materials such as concrete. Core drilling is used for sampling of existing structures. These samples have cylindrical shape with the selected thickness to avoid the stress concentration. This contribution focuses on the evaluation of the fracture behavior during static and quasi static tests. Static tests are performed on standard specimen with diameter 150 mm and length 300 mm. The quasi-static tests are performed using two different gripping fixtures. The results for quasi-static tests are represented as L-COD diagrams (i.e. load vs. crack opening displacement) measured on the loading axis. The comparison of results and discussion of advantages and disadvantages are introduced.cs
dc.format.extent1300651 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherVysoká škola báňská - Technická univerzita Ostravacs
dc.relation.ispartofseriesSborník vědeckých prací Vysoké školy báňské - Technické univerzity Ostrava. Řada stavebnícs
dc.rights© Vysoká škola báňská - Technická univerzita Ostravacs
dc.subjectmodified compact tension testcs
dc.subjectfracture parameterscs
dc.subjectcementitious compositescs
dc.subjectARAMIS measurementcs
dc.subjectgripscs
dc.titleInfluence of the gripping fixture on the modified compact tension test results: evaluation of the experiments on cylindrical concrete specimentscs
dc.typearticlecs
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs


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