Detail publikace

A prestressed bridge beam under corrosion attack - probabilistic modelling

MATESOVÁ, D. PODROUŽEK, J. KERŠNER, Z. TEPLÝ, B.

Originální název

A prestressed bridge beam under corrosion attack - probabilistic modelling

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

Presented here is an assessment of the limit state conditions of a prestressed bridge beam with its prestressing steel affected by corrosion. The proposed approach is based on probabilistic methods and simulation techniques, taking into account the uncertainties of the relevant variables while modelling hydrogen induced stress-corrosion cracking (SCC). The software package FReET-D for the stochastic assessment of degradation effects in reinforced concrete structures is utilized for SCC modelling and service life assessment. The deterministic model is based on the fracture mechanics approach. As an illustrative example, a precast prestressed bridge girder damaged by SCC is presented.

Klíčová slova

Stress-corosion cracking, analytical model, fracture mechanics, reliability, software

Autoři

MATESOVÁ, D.; PODROUŽEK, J.; KERŠNER, Z.; TEPLÝ, B.

Rok RIV

2006

Vydáno

21. 9. 2006

Místo

Hradec Králové, ČR

ISBN

80-903502-8-3

Kniha

Sborník mezinárodního kongresu

Strany od

402

Strany do

407

Strany počet

6

BibTex

@inproceedings{BUT24278,
  author="Dita {Vořechovská} and Jan {Podroužek} and Zbyněk {Keršner} and Břetislav {Teplý}",
  title="A prestressed bridge beam under corrosion attack - probabilistic modelling",
  booktitle="Sborník mezinárodního kongresu",
  year="2006",
  pages="402--407",
  address="Hradec Králové, ČR",
  isbn="80-903502-8-3"
}