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"
}