Detail publikačního výsledku

Quasi-static compressive strength of cement-based materials

FICKER, T.

Originální název

Quasi-static compressive strength of cement-based materials

Anglický název

Quasi-static compressive strength of cement-based materials

Druh

Článek recenzovaný mimo WoS a Scopus

Originální abstrakt

Wet cementitious materials show a noticeable dependence on the rate of quasi-static loading. While dry cementitious materials are almost independent of loading rate in the quasi-static region, the mechanical strength of wet materials increases with increasing rate of loading. Therefore, the Abrams' formula for the static mechanical strength cannot provide reliable values with wet materials at higher rates and should be corrected. Some possibilities for its improvement have been discussed.

Anglický abstrakt

Wet cementitious materials show a noticeable dependence on the rate of quasi-static loading. While dry cementitious materials are almost independent of loading rate in the quasi-static region, the mechanical strength of wet materials increases with increasing rate of loading. Therefore, the Abrams' formula for the static mechanical strength cannot provide reliable values with wet materials at higher rates and should be corrected. Some possibilities for its improvement have been discussed.

Klíčová slova

Compressive strength; cement paste

Klíčová slova v angličtině

Compressive strength; cement paste

Autoři

FICKER, T.

Rok RIV

2011

Vydáno

10.01.2011

Nakladatel

Elsevier

Místo

USA

ISSN

0008-8846

Periodikum

CEMENT AND CONCRETE RESEARCH

Svazek

2011

Číslo

41

Stát

Spojené království Velké Británie a Severního Irska

Strany od

129

Strany do

132

Strany počet

4

BibTex

@article{BUT50693,
  author="Tomáš {Ficker}",
  title="Quasi-static compressive strength of cement-based materials",
  journal="CEMENT AND CONCRETE RESEARCH",
  year="2011",
  volume="2011",
  number="41",
  pages="129--132",
  issn="0008-8846"
}