Publication detail

Lomové vlastnosti vysokopevnostních betonů užitých v konstrukci mostu D211

KERŠNER, Z. TERZIJSKI, I.

Original Title

Lomové vlastnosti vysokopevnostních betonů užitých v konstrukci mostu D211

English Title

Fracture properties of high strength concretes used for highway bridge D211

Type

conference paper

Language

Czech

Original Abstract

Mechanical/fracture properties of high strength concretes (HSC), which were used for bridge D211, are introduced in this paper. Three-point bending tests of concrete specimens with central edge notch were performed. Effective crack model served for determination of following properties: Modulus of elasticity, effective fracture toughness and fracture energy.

English abstract

Mechanical/fracture properties of high strength concretes (HSC), which were used for bridge D211, are introduced in this paper. Three-point bending tests of concrete specimens with central edge notch were performed. Effective crack model served for determination of following properties: Modulus of elasticity, effective fracture toughness and fracture energy.

Key words in English

high strength concretes, three-point bending test, modulus of elasticity, effective fracture toughness, fracture energy

Authors

KERŠNER, Z.; TERZIJSKI, I.

Released

1. 1. 2004

Publisher

Ústav fyziky materiálů AV ČR

Location

Brno

ISBN

80-239-3646-8

Book

Lomové chování inherentně křehkých materiálů, Křehký lom 2004

Pages from

65

Pages to

72

Pages count

8

BibTex

@inproceedings{BUT11637,
  author="Zbyněk {Keršner} and Ivailo {Terzijski}",
  title="Lomové vlastnosti vysokopevnostních betonů užitých v konstrukci mostu D211",
  booktitle="Lomové chování inherentně křehkých materiálů, Křehký lom 2004",
  year="2004",
  pages="8",
  publisher="Ústav fyziky materiálů AV ČR",
  address="Brno",
  isbn="80-239-3646-8"
}