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Project detail
Duration: 01.01.2018 — 31.12.2019
Funding resources
Ministerstvo školství, mládeže a tělovýchovy ČR - Mobility - společné výzkumné projekty
- whole funder (2018-02-23 - 2019-12-31)
On the project
Návrh tohoto projektu pod vedením Ústavu fyziky materiálu AV ČR, v. v. i., navazuje na spolupráci tohoto excelentního pracoviště a dvou kompaktních týmů ze stavebních fakult, VUT v Brně (VUT) a Technische Universität Wien (TUW), započatou v rámci řešení mobilitního výzkumného projektu "Vývoj nových zkušebních konfigurací pro určení vypovídajících hodnot lomových charakteristik cementových kompozitů (DeTeCon)".
Description in EnglishThe primary goal of the project is to broaden the cooperation between the Institute of Physics of Materials of the Academy of Sciences of the Czech Republic and the two teams from Civil Engineering Faculties of TU Wien and Brno University of Technology. In the framework of this cooperation, a coherent research of nonlinear fracture behaviour of silicate-based composites, the most commonly utilized group of materials in civil engineering, is planned to be conducted. The aim of the proposed project is to solve subsequent part of this rather demanding research based on results obtained within previous cooperation. Main attention will be paid to investigation of failure initiation and fracture of selected quasi-brittle building materials using double-K fracture model. A thought out experimental campaign and numerical analyses will be conducted. The test results will be evaluated in an advanced way and the quantification of the parameters describing the fracture resistance of selected composites dependent on the fibre’s type, dosage and length on the initiation and propagation part of the fracture progress will be systematically carried out.
Keywordslomový test, klínové štípání, tříbodový ohyb, lomová proesní zóna, iniciace trhliny, lomová práce, lomová energie, numerická simulace
Key words in Englishfracture test, wedge splitting, three-point bending, fracture process zone, crack initiation, work of fracture, fracture energy, fracture toughness, numerical simulation
Mark
8J18AT009
Default language
Czech
People responsible
Keršner Zbyněk, prof. Ing., CSc. - fellow researcherŠimonová Hana, doc. Ing., Ph.D. - principal person responsible
Units
Institute of Structural Mechanics- beneficiary (2017-05-22 - not assigned)
Results
ŠIMONOVÁ, H.; KUCHARCZYKOVÁ, B.; TOPOLÁŘ, L.; KERŠNER, Z.; MERTA, I.; DRAGAS, J.; IGNJATOVIC, I.; KOMLJENOVIC, M.; NIKOLIC, V. Crack initiation of selected geopolymer mortar with hemp fibres. Book of abstracts of 22nd European Conference on Fracture. Beograd: Society for Structural Integrity and Life, 2018. p. 151-151. ISBN: 978-86-900696-0-9.Detail
ŠIMONOVÁ, H.; KUCHARCZYKOVÁ, B.; TOPOLÁŘ, L.; KERŠNER, Z.; MERTA, I.; DRAGAS, J.; IGNJATOVIC, I.; KOMLJENOVIC, M.; NIKOLIC, V. Crack initiation of selected geopolymer mortar with hemp fibres. In ECF22 − Loading and Environmental effects on Structural Integrity. Procedia Structural Integrity. Elsevier, 2018. p. 578-583. ISSN: 2452-3216.Detail
SEITL, S.; MIARKA, P.; BÍLEK, V. Fatigue and fracture mechanical properties of selected concrete for subtle precast structural elements. In MATEC Web of Conferences. MATEC Web of Conferences. EDP Sciences, 2020. p. 1-8. ISSN: 2261-236X.Detail
ŠIMONOVÁ, H.; KUCHARCZYKOVÁ, B.; KERŠNER, Z.; MERTA, I.; POLETANOVIC, B.; MALÍKOVÁ, L.; SEITL, S. Effect of softening function type in double-K fracture model: Alkali-activated fly ash mortar with hemp fibres. France: IA-FraMCoS, 2019. p. 1-8.Detail
MIARKA, P.; FURGIERI, G.; RŮŽIČKA, V.; SEITL, S.; MERTA, I. A comparison of crack paths growth in brazilian disc with a central notch using various criteria for crack initiation. Sborník vědeckých prací Vysoké školy báňské – Technické univerzity Ostrava, 2019, vol. 19, no. 2, p. 33-38. ISSN: 1213-1962.Detail
ŠIMONOVÁ, H.; POLETANOVIC, B.; MERTA, I. Fracture parameters of alkali-activated matrix based composites. Book of abstracts of Vienna young Scientists Symposium 2019. Austria: Book-of-Abstracts.com, 2019. p. 188-189. ISBN: 978-3-9504017-9-0.Detail