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SLOWIK, O.
Originální název
Optimalizace navýšení únosnosti a spolehlivosti železobetonové mostní konstrukce
Anglický název
Optimization of ultimate capacity and reliability increase of reinforced concrete bridge
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
čeština
Originální abstrakt
The paper is focused on optimization of ultimate capacity increase of reinforced concrete bridge. Strengthening is proposed by concreting above of the bridge deck on both sides of the deck. Two parameters are optimized: Height of concrete layer and the quality of concrete used. Ultimate capacity is determined by software tools of nonlinear fracture mechanics, the optimization is performed by stochastic pseudo-optimization approach based on Latin Hypercube Sampling. Resulting alternative of ultimate capacity increase is assessed fully probabilistically.
Anglický abstrakt
The paper is focused on optimization of ultimate Increase capacity of reinforced concrete bridge. Strengthening is proposed above would Concreting of the bridge deck on both sides of the deck. Two parameters are optimized: Height of concrete layer and the quality of concrete used. Ultimate capacity is Determined by software tools of nonlinear fracture mechanics, the optimization is Performed by pseudo-stochastic optimization approach based on Latin Hypercube Sampling. Resulting alternative Increase of ultimate capacity is fully Assessed probabilistically.
Klíčová slova
reliability, strengthening, optimization, concrete bridges, nonlinear analysis
Klíčová slova v angličtině
Autoři
Rok RIV
2013
Vydáno
7. 2. 2013
Místo
Brno, Česká republika
ISBN
978-80-214-4669-4
Kniha
Juniorstav 2013
Strany od
1
Strany do
4
Strany počet
BibTex
@inproceedings{BUT102234, author="Ondřej {Slowik}", title="Optimalizace navýšení únosnosti a spolehlivosti železobetonové mostní konstrukce", booktitle="Juniorstav 2013", year="2013", pages="1--4", address="Brno, Česká republika", isbn="978-80-214-4669-4" }