Publication detail

On the fatigue resistance of high performance concrete

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

Original Title

On the fatigue resistance of high performance concrete

Type

conference paper

Language

English

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.

Keywords

High performance concrete; fatigue resistance; three-point bending

Authors

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

Released

8. 12. 2023

Publisher

Elsevier

Location

online

ISBN

9780735447615

Book

AIP Conference Proceedings

ISBN

1551-7616

Periodical

AIP Conference Proceedings

Year of study

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="1551-7616"
}