Detail publikace

On the fatigue resistance of high performance concrete

MIARKA, P. MALÍKOVÁ, L. BÍLEK, V. BENEŠOVÁ, A. MERTA, I. SEITL, S.

Originální název

On the fatigue resistance of high performance concrete

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

High performance concrete; fatigue resistance; three-point bending

Autoři

MIARKA, P.; MALÍKOVÁ, L.; BÍLEK, V.; BENEŠOVÁ, A.; MERTA, I.; SEITL, S.

Vydáno

8. 12. 2023

Nakladatel

Elsevier

Místo

online

ISBN

9780735447615

Kniha

AIP Conference Proceedings

ISSN

1551-7616

Periodikum

AIP Conference Proceedings

Ročník

2950

Číslo

1

Stát

Spojené státy americké

Strany počet

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="1551-7616"
}