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Detail publikačního výsledku
ŠOMODÍKOVÁ, M.; DOLEŽEL, J.; LEHKÝ, D.
Originální název
Probabilistic load bearing capacity assessment of post-tensioned composite bridge
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
Originální abstrakt
With respect to the current state of existing bridges an importance of load bearing capacity and reliability evaluation is growing up. As a case study an existing single-span road bridge made of post-tensioned concrete MPD4 girders was used. The paper deals with determination of load-bearing capacity which is performed using nonlinear FEM computational model and regarding the random properties of load and material parameters the fully probabilistic approach is used. Owing to the type of the bridge, the values of individual load bearing capacities are assessed with respect to the ultimate limit state, as well as the serviceability limit states.
Anglický abstrakt
Klíčová slova
Bridges, load bearing capacity, MPD girder, probabilistic nonlinear analysis, reliability assessment
Klíčová slova v angličtině
Autoři
Rok RIV
2014
Vydáno
06.11.2013
Místo
Brno, Česká republika
ISBN
978-80-214-4800-1
Kniha
Poceedings of 11th International Probabilistic Workshop
Strany od
451
Strany do
460
Strany počet
10
BibTex
@inproceedings{BUT105630, author="Martina {Sadílková Šomodíková} and Jiří {Doležel} and David {Lehký}", title="Probabilistic load bearing capacity assessment of post-tensioned composite bridge", booktitle="Poceedings of 11th International Probabilistic Workshop", year="2013", pages="451--460", address="Brno, Česká republika", isbn="978-80-214-4800-1" }