Glass fibre reinforced cement based composite: fatigue and fracture parameters
dc.contributor.author | Seitl, Stanislav | cs |
dc.contributor.author | Keršner, Zbyněk | cs |
dc.contributor.author | Bílek, Vlastimil | cs |
dc.contributor.author | Knésl, Zdeněk | cs |
dc.coverage.issue | 2 | cs |
dc.coverage.volume | 3 | cs |
dc.date.issued | 2009-06-15 | cs |
dc.description.abstract | This paper introduces the basic fracture mechanics parameters of advanced building material - glass fibres reinforced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three-point bend (3PB) specimens with starting notch were prepared and tested under static (l-d diagram) and cyclic loading (Paris law and Wöhler curve). To evaluate the results the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The obtained results are compared with literature data. | en |
dc.description.abstract | This paper introduces the basic fracture mechanics parameters of advanced building material - glass fibres reinforced cement based composite and its fracture and fatigue behaviour is investigated. To this aim three-point bend (3PB) specimens with starting notch were prepared and tested under static (l-d diagram) and cyclic loading (Paris law and Wöhler curve). To evaluate the results the finite element method was used for estimation of the corresponding values of stress intensity factor for the 3PB specimen used. The obtained results are compared with literature data. | en |
dc.format | text | cs |
dc.format.extent | 363-374 | cs |
dc.format.mimetype | application/pdf | cs |
dc.identifier.citation | Applied andComputational Mechanics. 2009, vol. 3, issue 2, p. 363-374. | en |
dc.identifier.issn | 1802-680X | cs |
dc.identifier.orcid | 0000-0002-4953-4324 | cs |
dc.identifier.orcid | 0000-0003-4724-6166 | cs |
dc.identifier.other | 48749 | cs |
dc.identifier.researcherid | G-8592-2014 | cs |
dc.identifier.researcherid | AAW-7298-2020 | cs |
dc.identifier.scopus | 14059029400 | cs |
dc.identifier.scopus | 6504210776 | cs |
dc.identifier.uri | http://hdl.handle.net/11012/69354 | |
dc.language.iso | en | cs |
dc.relation.ispartof | Applied andComputational Mechanics | cs |
dc.relation.uri | https://www.kme.zcu.cz/acm/acm/article/view/58 | cs |
dc.rights | Creative Commons Attribution 4.0 International | cs |
dc.rights.access | openAccess | cs |
dc.rights.sherpa | http://www.sherpa.ac.uk/romeo/issn/1802-680X/ | cs |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | cs |
dc.subject | cement based composite | en |
dc.subject | glass fibre | en |
dc.subject | effective fracture toughness | en |
dc.subject | Paris law | en |
dc.subject | Wöhler curve | en |
dc.subject | cement based composite | |
dc.subject | glass fibre | |
dc.subject | effective fracture toughness | |
dc.subject | Paris law | |
dc.subject | Wöhler curve | |
dc.title | Glass fibre reinforced cement based composite: fatigue and fracture parameters | en |
dc.title.alternative | Glass fibre reinforced cement based composite: fatigue and fracture parameters | en |
dc.type.driver | article | en |
dc.type.status | Peer-reviewed | en |
dc.type.version | publishedVersion | en |
sync.item.dbid | VAV-48749 | en |
sync.item.dbtype | VAV | en |
sync.item.insts | 2025.10.14 14:24:14 | en |
sync.item.modts | 2025.10.14 10:08:06 | en |
thesis.grantor | Vysoké učení technické v Brně. Fakulta stavební. Ústav stavební mechaniky | cs |
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