About: Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	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. (en) 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. (cs)
Title	Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Nelineární 3D analýza Karlova mostu zatíženého teplotními účinky (cs) Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact (en)
skos:prefLabel	Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact Nelineární 3D analýza Karlova mostu zatíženého teplotními účinky (cs) Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact (en)
skos:notation	RIV/68407700:21110/05:01114478!RIV06-GA0-21110___
http://linked.open.../vavai/riv/strany	373 ; 374
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(GA103/04/1321)
http://linked.open...vai/riv/dodaniDat	2006
http://linked.open...aciTvurceVysledku	Zeman, Jan Šejnoha, Jiří Novák, J.
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	533037
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/05:01114478
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	masonry structures; non-linear behavior; temperature impact; the Charles Bridge in Prague; turbulent flow simulation (en)
http://linked.open.../riv/klicoveSlovo	masonry structures non-linear behavior temperature impact the Charles Bridge in Prague turbulent flow simulation
http://linked.open...ontrolniKodProRIV	[46B91A2C8C0C]
http://linked.open...v/mistoKonaniAkce	Rome
http://linked.open...i/riv/mistoVydani	Stirling
http://linked.open...i/riv/nazevZdroje	Proceedings of the Tenth International Conference on Civil, Structural and Environmental Engineering Computing
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures Constitutive models for masonry
http://linked.open...UplatneniVysledku	2005
http://linked.open...iv/tvurceVysledku	Novák, Jan Zeman, Jan Šejnoha, Jiří Janda, Z.
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2005-08-30 (xsd:date)
number of pages	2 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Civil-Comp Press Ltd
https://schema.org/isbn	1-905088-02-7
http://localhost/t...ganizacniJednotka	21110
is http://linked.open...avai/riv/vysledek of	Non-Linear Three-Dimensional Analysis of the Charles Bridge Exposed to Temperature Impact

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