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SLOWIK, O. NOVÁK, D. PUKL, R.
Originální název
Ultimate capacity increase and reliability asessment of reinforced concrete bridge
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
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 pseudo-stochastic optimization approach based on Latin Hypercube Sampling. Resulting alternative of ultimate capacity increase is assessed fully probabilistically.
Klíčová slova
Reliability, strengthening, optimization, concrete bridges, nonlinear analysis, simulation
Autoři
SLOWIK, O.; NOVÁK, D.; PUKL, R.
Rok RIV
2013
Vydáno
6. 11. 2013
Místo
Brno, Česká republika
ISBN
978-80-214-4800-1
Kniha
International Probabilistic Workshop
Strany od
385
Strany do
390
Strany počet
6
BibTex
@inproceedings{BUT107573, author="Ondřej {Slowik} and Drahomír {Novák} and Radomír {Pukl}", title="Ultimate capacity increase and reliability asessment of reinforced concrete bridge", booktitle="International Probabilistic Workshop", year="2013", pages="385--390", address="Brno, Česká republika", isbn="978-80-214-4800-1" }