On the Fatigue Resistance of High Performance Concrete

0579798 - ÚFM 2025 RIV US eng C - Konferenční příspěvek (zahraniční konf.)
Miarka, Petr - Malíková, Lucie - Bílek, V. - Benešová, Anna - Merta, I. - Seitl, Stanislav
On the Fatigue Resistance of High Performance Concrete.
AIP Conference Proceeding. Vol. 2950. Melville: AIP Publishing, 2023 - (Kotrasova, K.; Kormaníková, E.; Kmet, S.; Sol, H.; Safei, B.), č. článku 020040. ISBN 978-0-7354-4761-5. ISSN 0094-243X. E-ISSN 1551-7616.
[SPACE 2022 - Structural and Physical Aspects of Construction Engineering /5./. Vysoké Tatry, Štrbské Pleso (SK), 12.10.2022-14.10.2022]
Grant CEP: GA ČR GA21-08772S; GA MŠMT(CZ) 8J22AT008
Institucionální podpora: RVO:68081723
Klíčová slova: cement * ceramics
Obor OECD: Civil engineering

In this contribution two kinds of high-performance concrete (HPC) were studied under the three-point bending
test with cyclic load. Both types of tested concrete had same ratio of water to cement w/c of 0.3, while the other one was
design with the partial replacement of fine aggregates – sand with ceramic aggregates Liapor (expanded clay Liapor®).
The experimental results of HPC with ceramic aggregates showed significant reduction of fatigue resistance presented as
Wohler curve assessed by Basquin power law.

Trvalý link: https://hdl.handle.net/11104/0348664