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MIARKA, P.; MALÍKOVÁ, L.; BÍLEK, V.; BENEŠOVÁ, A.; MERTA, I.; SEITL, S.
Original Title
On the fatigue resistance of high performance concrete
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
High performance concrete; fatigue resistance; three-point bending
Key words in English
Authors
RIV year
2024
Released
08.12.2023
Publisher
Elsevier
Location
online
ISBN
9780735447615
Book
AIP Conference Proceedings
1551-7616
Periodical
AIP conference proceedings
Volume
2950
Number
1
State
United States of America
Pages count
6
BibTex
@inproceedings{BUT185753, author="Petr {Miarka} and Lucie {Malíková} and Vlastimil {Bílek} and Anna {Benešová} and Ildiko {Merta} and Stanislav {Seitl}", title="On the fatigue resistance of high performance concrete", booktitle="AIP Conference Proceedings", year="2023", journal="AIP conference proceedings", volume="2950", number="1", pages="6", publisher="Elsevier", address="online", doi="10.1063/5.0182959", isbn="9780735447615", issn="0094-243X" }