Detail publikace

Nonlinear analysis of load-bearing capacity of reinforced concrete bridge

ŠOMODÍKOVÁ, M. LEHKÝ, D.

Originální název

Nonlinear analysis of load-bearing capacity of reinforced concrete bridge

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The aim of the paper is to describe possibilities of utilization of nonlinear fully probabilistic approach to reliability assessment of load-bearing capacity of existing bridges. Information about current state of bridges is very important for load-bearing capacity analysis using deterministic as well as fully probabilistic approach. In connection with durability limit states of reinforced concrete structures, the influence of carbonation and the corrosion of reinforcement on load-bearing capacity and the structural reliability are also discussed.

Klíčová slova

load-bearing capacity, reliability, degradation, corrosion

Autoři

ŠOMODÍKOVÁ, M.; LEHKÝ, D.

Rok RIV

2012

Vydáno

5. 6. 2012

Nakladatel

Czech Technical University in Prague, Faculty of Transportation Sciences

Místo

Praha, Česká republika

ISBN

978-80-01-05062-0

Kniha

XIIIth Bilateral Czech/German Symposium: Experimental methods and numerical simulations in engineering sciences

Strany od

91

Strany do

94

Strany počet

4

BibTex

@inproceedings{BUT96647,
  author="Martina {Sadílková Šomodíková} and David {Lehký}",
  title="Nonlinear analysis of load-bearing capacity of reinforced concrete bridge",
  booktitle="XIIIth Bilateral Czech/German Symposium: Experimental methods and numerical simulations in engineering sciences",
  year="2012",
  pages="91--94",
  publisher="Czech Technical University in Prague, Faculty of Transportation Sciences",
  address="Praha, Česká republika",
  isbn="978-80-01-05062-0"
}