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ŠOMODÍKOVÁ, M.; LEHKÝ, D.
Original Title
Nonlinear analysis of load-bearing capacity of reinforced concrete bridge
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
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.
English abstract
Keywords
load-bearing capacity, reliability, degradation, corrosion
Key words in English
Authors
RIV year
2013
Released
05.06.2012
Publisher
Czech Technical University in Prague, Faculty of Transportation Sciences
Location
Praha, Česká republika
ISBN
978-80-01-05062-0
Book
XIIIth Bilateral Czech/German Symposium: Experimental methods and numerical simulations in engineering sciences
Pages from
91
Pages to
94
Pages count
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" }