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"
}