Detail publikačního výsledku

Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing

KERŠNER, Z.; TERZIJSKI, I.

Originální název

Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing

Anglický název

Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

A new category of high strength concrete was developed in a few past years - Ultra High Performance Concrete (UHPC). Ror the UHPCs is typical compressive strength of 150 MPa and above, and tensile strength of 20 MPa and above. These properties are allowed due to special composition of the concrete containing dispersed metallic fibres. Presented paper introduces values of fracture properties of the concrete after 28, 90 and 180 days of specimens curing.

Anglický abstrakt

A new category of high strength concrete was developed in a few past years - Ultra High Performance Concrete (UHPC). Ror the UHPCs is typical compressive strength of 150 MPa and above, and tensile strength of 20 MPa and above. These properties are allowed due to special composition of the concrete containing dispersed metallic fibres. Presented paper introduces values of fracture properties of the concrete after 28, 90 and 180 days of specimens curing.

Klíčová slova

Ultra high performance concrete, fracture properties, age of specimens

Klíčová slova v angličtině

Ultra high performance concrete, fracture properties, age of specimens

Autoři

KERŠNER, Z.; TERZIJSKI, I.

Vydáno

12.06.2007

Místo

Praha, Česká republika

ISBN

978-80-01-03740-9

Kniha

Fibre concrete 2007

Strany od

225

Strany do

228

Strany počet

4

BibTex

@inproceedings{BUT23217,
  author="Zbyněk {Keršner} and Ivailo {Terzijski}",
  title="Fracture properties of fibre UHPC after 28, 90 and 180 days of specimens curing",
  booktitle="Fibre concrete 2007",
  year="2007",
  pages="225--228",
  address="Praha, Česká republika",
  isbn="978-80-01-03740-9"
}