Detail publikace

Model lof pedestrian bridge utilizing UHPC

TERZIJSKI, I. KERŠNER, Z. VÍTEK, J.

Originální název

Model lof pedestrian bridge utilizing UHPC

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Present technology is able to produce a concrete of a characteristic strength of 100 MPa without significant problems. Moreover, in a few past years a new grade of high strength concrete was developed - UHPC. It means Ultra High Performance Concrete. For 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 informs about possible usage of UHPC in a tied arch shell structure. For this task the model of mentioned structure was cast from special UHPC concrete mix. The paper deals with basic properties of the concrete and with the manufacturing and testing of the model.

Klíčová slova

ultra high performance concrete; metal fibres; arch shell

Autoři

TERZIJSKI, I.; KERŠNER, Z.; VÍTEK, J.

Rok RIV

2007

Vydáno

20. 6. 2007

Nakladatel

Politechnika Krakowskaja

Místo

Krakow

ISBN

978-83-7242-429-7

Kniha

Proceedings of MATBUD 2007

Edice

2007

Číslo edice

1

Strany od

519

Strany do

526

Strany počet

8

BibTex

@inproceedings{BUT25750,
  author="Ivailo {Terzijski} and Zbyněk {Keršner} and Jan {Vítek}",
  title="Model lof pedestrian bridge utilizing UHPC",
  booktitle="Proceedings of MATBUD 2007",
  year="2007",
  series="2007",
  number="1",
  pages="519--526",
  publisher="Politechnika  Krakowskaja",
  address="Krakow",
  isbn="978-83-7242-429-7"
}