Publication result 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

English Title

Fracture parameters of concrete C40/50 and C50/60 determined by experimental testing and numerical simulation via inverse analysis

Type

WoS Article

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.

English 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

Key words in English

Fracture parameter of concrete, Fracture energy, Numerical Simulation, Inverse analysis

Authors

ZIMMERMANN, T.; LEHKÝ, D.

RIV year

2016

Released

11.02.2015

ISBN

0376-9429

Periodical

INTERNATIONAL JOURNAL OF FRACTURE

Volume

192

Number

2

State

Kingdom of the Netherlands

Pages from

179

Pages to

189

Pages count

11

Full text in the Digital Library

http://hdl.handle.net/

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"
}