Detail publikace

Modeling statistical size effect in concrete by the extreme value theory

VOŘECHOVSKÝ, M., NOVÁK, D.

Originální název

Modeling statistical size effect in concrete by the extreme value theory

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper analyzes various modeling alternatives for the statistical size effect in quasibrittle structures. The problematic feature of stochastic finite element method: how to capture the statistical part of the size effect phenomenon for structures of very large structures is tackled. The idea is to emulate the recursive stability property from which the Weibull extreme value distribution is derived. The feasibility of proposed approach is demonstrated on the crack initiation problem and predictions are compared with the existing test data.

Klíčová slova v angličtině

Size effect, extreme value theory, random strength, fracture energy, chain of bundles

Autoři

VOŘECHOVSKÝ, M., NOVÁK, D.

Rok RIV

2004

Vydáno

16. 6. 2004

Nakladatel

A.A. Balkema Publishers

Místo

London

ISBN

90-5809-676-9

Kniha

5th International PhD Symposium in Civil Engineering

Strany od

867

Strany do

875

Strany počet

9

BibTex

@inproceedings{BUT12267,
  author="Miroslav {Vořechovský} and Drahomír {Novák}",
  title="Modeling statistical size effect in concrete by the extreme value theory",
  booktitle="5th International PhD Symposium in Civil Engineering",
  year="2004",
  pages="9",
  publisher="A.A. Balkema Publishers",
  address="London",
  isbn="90-5809-676-9"
}