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Fatigue parameters of cement-based composites with various types of fibres
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SYSNO ASEP 0332497 Document Type J - Journal Article R&D Document Type Journal Article Subsidiary J Článek ve WOS Title Fatigue parameters of cement-based composites with various types of fibres Author(s) Seitl, Stanislav (UFM-A) RID, ORCID
Keršner, Z. (CZ)
Bílek, V. (CZ)
Knésl, Zdeněk (UFM-A)Number of authors 4 Source Title Key Engineering Materials - ISSN 1013-9826
417-418, - (2010), s. 129-132Number of pages 4 s. Action International Conference on Fracture and Damage Mechanics /8./ Event date 08.09.2009-10.09.2009 VEvent location Malta Country MT - Malta Event type WRD Language eng - English Country CH - Switzerland Keywords Fatigue behaviour ; Wöhler curve ; concrete ; fibres Subject RIV JL - Materials Fatigue, Friction Mechanics R&D Projects GA103/08/0963 GA ČR - Czech Science Foundation (CSF) CEZ AV0Z20410507 - UFM-A (2005-2011) UT WOS 000279319200033 Annotation The paper introduces the basic fracture mechanics parameters of advanced building material – cement-based composites with various types of fibres, prepared as high performance concrete/mortar developed by ZPSV, a.s. company for production of thin-walled panels/elements. To this end three-point bend specimens with starting notch were prepared and tested under static (load–deflection diagram, effective fracture toughness) and cyclic loading (fatigue parameter – Wöhler curve). The experimentally obtained results of cement-based composites are compared and the suitability of these types composites for its application are discussed. Workplace Institute of Physics of Materials Contact Yvonna Šrámková, sramkova@ipm.cz, Tel.: 532 290 485 Year of Publishing 2010
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