Detail publikace
Fracture parameters of concrete C40/50 and C50/60 determined by experimental testing and numerical simulation via inverse analysis
ZIMMERMANN, T. LEHKÝ, D.
Originální název
Fracture parameters of concrete C40/50 and C50/60 determined by experimental testing and numerical simulation via inverse analysis
Typ
článek v časopise ve Web of Science, Jimp
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Fracture parameter of concrete, Fracture energy, Numerical Simulation, Inverse analysis
Autoři
ZIMMERMANN, T.; LEHKÝ, D.
Rok RIV
2015
Vydáno
11. 2. 2015
ISSN
0376-9429
Periodikum
INTERNATIONAL JOURNAL OF FRACTURE
Ročník
192
Číslo
2
Stát
Nizozemsko
Strany od
179
Strany do
189
Strany počet
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"
}