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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F05%3A01116163%21RIV06-GA0-21110___
rdf:type
n17:Vysledek skos:Concept
dcterms:description
V tomto příspěvku je prezentována nelineární trojrozměrná analýza segmentu Karlova mostu v Praze s důrazem na heterogenní charakter konstrukce. Materiálové zákony jsou v tomto případě určeny v závislosti na analýze na mezoskopické úrovni. Dále je diskutováno zatížení změnou teploty a vodním tlakem v důsledku obtékání konstrukce tekutinou. In the present contribution, a numerical simulation of the inelastic behavior of the Charles Bridge in Prague with the emphasis on the heterogeneous character of the material is presented. The results of numerical two-level analysis of the historical masonry, performed on the two-dimensional mesoscopic periodic unit cells and on the macroscopic three-dimensional Charles Bridge arch segment are summarized in this study. Distribution of the temperature field within the structure obtained using the DEPLHIN finite volume code are used to determine the temperature impact on the bridge. The results show a predisposition of some parts of the structure to damage in agreement with crack patterns observed in the real structure. Finally, a proper strategy for the determination of water pressure distribution for bridge piers based on uncoupled solution of the fluid-structure interaction is briefly outlined. In the present contribution, a numerical simulation of the inelastic behavior of the Charles Bridge in Prague with the emphasis on the heterogeneous character of the material is presented. The results of numerical two-level analysis of the historical masonry, performed on the two-dimensional mesoscopic periodic unit cells and on the macroscopic three-dimensional Charles Bridge arch segment are summarized in this study. Distribution of the temperature field within the structure obtained using the DEPLHIN finite volume code are used to determine the temperature impact on the bridge. The results show a predisposition of some parts of the structure to damage in agreement with crack patterns observed in the real structure. Finally, a proper strategy for the determination of water pressure distribution for bridge piers based on uncoupled solution of the fluid-structure interaction is briefly outlined.
dcterms:title
Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Nelineární 3D analýza Karlova mostu zatíženého teplotními účinky Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact
skos:prefLabel
Nelineární 3D analýza Karlova mostu zatíženého teplotními účinky Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact
skos:notation
RIV/68407700:21110/05:01116163!RIV06-GA0-21110___
n3:aktivita
n7:P
n3:aktivity
P(1M0579), P(GA103/04/1321)
n3:dodaniDat
n8:2006
n3:domaciTvurceVysledku
n13:1374249 n13:4695046 n13:4795180
n3:druhVysledku
n12:A
n3:duvernostUdaju
n16:S
n3:entitaPredkladatele
n4:predkladatel
n3:idSjednocenehoVysledku
533036
n3:idVysledku
RIV/68407700:21110/05:01116163
n3:jazykVysledku
n11:eng
n3:klicovaSlova
masonry structures; non-linear behavior; temperature impact; the Charles Bridge in Prague; turbulent flow simulation
n3:klicoveSlovo
n5:the%20Charles%20Bridge%20in%20Prague n5:non-linear%20behavior n5:turbulent%20flow%20simulation n5:masonry%20structures n5:temperature%20impact
n3:kodPristupu
n10:L
n3:kontrolniKodProRIV
[EEA0CC6BBFFD]
n3:mistoVydani
Stirling
n3:nosic
neuvedeno
n3:obor
n18:JN
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
4
n3:projekt
n14:GA103%2F04%2F1321 n14:1M0579
n3:rokUplatneniVysledku
n8:2005
n3:tvurceVysledku
Janda, Z. Novák, Jan Šejnoha, Jiří Zeman, Jan
n19:isbn
1-905088-01-9
n9:organizacniJednotka
21110