Publication detail
Fracture parameters of concrete C40/50 and C50/60 determined by experimental testing and numerical simulation via inverse analysis
ZIMMERMANN, T. LEHKÝ, D.
Original Title
Fracture parameters of concrete C40/50 and C50/60 determined by experimental testing and numerical simulation via inverse analysis
Type
journal article in Web of Science
Language
English
Original Abstract
The use of stochastic non-linear computational mechanics in real-world applications faces a fundamental obstacle: the lack of knowledge regarding the stochastic properties of material parameters involved in the problem. The paper describes the results of an experimental program which was focused on the determination of fracture-mechanical parameters and their stochastic models of different concrete types after different hardening durations.
Keywords
Fracture parameter of concrete, Fracture energy, Numerical Simulation, Inverse analysis
Authors
ZIMMERMANN, T.; LEHKÝ, D.
RIV year
2015
Released
11. 2. 2015
ISBN
0376-9429
Periodical
INTERNATIONAL JOURNAL OF FRACTURE
Year of study
192
Number
2
State
Kingdom of the Netherlands
Pages from
179
Pages to
189
Pages count
11
BibTex
@article{BUT120845,
author="Thomas {Zimmermann} and David {Lehký}",
title="Fracture parameters of concrete C40/50 and C50/60 determined by experimental testing and numerical simulation via inverse analysis",
journal="INTERNATIONAL JOURNAL OF FRACTURE",
year="2015",
volume="192",
number="2",
pages="179--189",
doi="10.1007/s10704-015-9998-0",
issn="0376-9429"
}