Detail publikačního výsledku

Fatigue and fracture properties of concrete mixtures with various water to cement ratio and maximum size of aggregates

SEITL, S.; BENEŠOVÁ, A.; PASCUAL, Á.; MALÍKOVÁ, L.; BUJDOŠ, D.; BÍLEK, V.

Originální název

Fatigue and fracture properties of concrete mixtures with various water to cement ratio and maximum size of aggregates

Anglický název

Fatigue and fracture properties of concrete mixtures with various water to cement ratio and maximum size of aggregates

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

Water to cement (w/c) ratio is one of the crucial parameters for the preparation of concrete, which can significantly affect its workability, mechanical property and durability. Thanks to the fast development of superplasticizers, it is now possible to produce a high performance or ultra-high performance concrete with a low w/c ratio and high dosage of superplasticizer. The effect of water to cement ratio and maximum size of aggregates (Dmax) on the fracture mechanical and fatigue properties were investigated through multiple experiments, including compression test, three point bending fracture test and measurements leading to assessment of fatigue behavior via S-N curve.

Anglický abstrakt

Water to cement (w/c) ratio is one of the crucial parameters for the preparation of concrete, which can significantly affect its workability, mechanical property and durability. Thanks to the fast development of superplasticizers, it is now possible to produce a high performance or ultra-high performance concrete with a low w/c ratio and high dosage of superplasticizer. The effect of water to cement ratio and maximum size of aggregates (Dmax) on the fracture mechanical and fatigue properties were investigated through multiple experiments, including compression test, three point bending fracture test and measurements leading to assessment of fatigue behavior via S-N curve.

Klíčová slova

Concrete; S-N curve; fatigue properties; fracture

Klíčová slova v angličtině

Concrete; S-N curve; fatigue properties; fracture

Autoři

SEITL, S.; BENEŠOVÁ, A.; PASCUAL, Á.; MALÍKOVÁ, L.; BUJDOŠ, D.; BÍLEK, V.

Rok RIV

2024

Vydáno

31.12.2022

Nakladatel

Elsevier

Místo

online

Kniha

Procedia Structural Integrity

ISSN

2452-3216

Periodikum

Procedia Structural Integrity

Svazek

42

Číslo

1

Stát

Italská republika

Strany od

1512

Strany do

1519

Strany počet

8

URL

https://www.sciencedirect.com/science/article/pii/S2452321622006941

Plný text v Digitální knihovně

http://hdl.handle.net/

BibTex

@inproceedings{BUT181368,
  author="Stanislav {Seitl} and Anna {Benešová} and Álvaro Paredes {Pascual} and Lucie {Malíková} and David {Bujdoš} and Vlastimil {Bílek}",
  title="Fatigue and fracture properties of concrete mixtures with various water to cement ratio and maximum size of aggregates",
  booktitle="Procedia Structural Integrity",
  year="2022",
  journal="Procedia Structural Integrity",
  volume="42",
  number="1",
  pages="1512--1519",
  publisher="Elsevier",
  address="online",
  doi="10.1016/j.prostr.2022.12.192",
  issn="2452-3216",
  url="https://www.sciencedirect.com/science/article/pii/S2452321622006941"
}