Detail publikace

Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge

NOVÁK, D. LEHKÝ, D. DOLEŽEL, J. ŠOMODÍKOVÁ, M.

Originální název

Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper is focused on fully probabilistic assessment of old reinforced concrete arch bridge. As many uncertainties are involved the approach is the probabilistic one, enabling the reliability-based prognosis of service life. An advanced modeling is needed, where aspects of nonlinear behavior of concrete and degradation modeling are combined with efficient reliability techniques to calculate reliability in time. The aim is to provide reliability measures - reliability index and/or failure probability values in time. Small-sample Monte Carlo type statistical simulation technique Latin Hypercube Sampling is applied to model all uncertainties involved, including statistical correlation.

Klíčová slova

Concrete Bridges, Deterioration, Durability, Probabilistic Assessment, Service Life

Autoři

NOVÁK, D.; LEHKÝ, D.; DOLEŽEL, J.; ŠOMODÍKOVÁ, M.

Rok RIV

2013

Vydáno

22. 4. 2013

Místo

Tel-Aviv, Israel

ISBN

978-965-92039-0-1

Kniha

Engineering a Concrete Future: Technology, Modeling & Construction

Strany od

399

Strany do

402

Strany počet

4

BibTex

@inproceedings{BUT102211,
  author="Drahomír {Novák} and David {Lehký} and Jiří {Doležel} and Martina {Sadílková Šomodíková}",
  title="Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge",
  booktitle="Engineering a Concrete Future: Technology, Modeling & Construction",
  year="2013",
  pages="399--402",
  address="Tel-Aviv, Israel",
  isbn="978-965-92039-0-1"
}