Publication detail

Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge

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

Original Title

Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge

English Title

Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge

Type

conference paper

Language

en

Original Abstract

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.

English abstract

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.

Keywords

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

RIV year

2013

Released

22.04.2013

Location

Tel-Aviv, Israel

ISBN

978-965-92039-0-1

Book

Engineering a Concrete Future: Technology, Modeling & Construction

Pages from

399

Pages to

402

Pages count

4

BibTex


@inproceedings{BUT102211,
  author="Drahomír {Novák} and David {Lehký} and Jiří {Doležel} and Martina {Šomodíková}",
  title="Service life probabilistic assessment of highly deteriorated reinforced concrete arch bridge",
  annote="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.",
  booktitle="Engineering a Concrete Future: Technology, Modeling & Construction",
  chapter="102211",
  howpublished="print",
  year="2013",
  month="april",
  pages="399--402",
  type="conference paper"
}