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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F04%3A01100185%21RIV%2F2005%2FGA0%2F211105%2FN
rdf:type
n16:Vysledek skos:Concept
dcterms:description
The present contribution addresses a specific application of a two-scale material model to qaurry masonry forming the filling of the Charles Bridge in Prague. The first scale (mesostructural or mesoscopic) serves to determine the effective properties of masonry and to construct nonlinear paths macroscopic stress vs. macroscopic strain. To this end, a certain Periodic Unit Cell (PUC) is proposed. The behaviour of individual phases (arenaceous marl stones and mortar) is described by the plasticfracturing model implemented in the ATENA computer code. The input data of the current model are the tensile and compressive strength, the modulus of elasticity, and the specific fracture energy. On macroscopic scale the analysis is generally carried out on a three-dimensional segment of the bridge. In this paper we restrict ourselves to the presentation of a macroscopic response of a cross-section of the bridge due to temperature impact, which is obtained under the plane strain description. V tomto příspěvku je diskutováno použití homogenizačních technik na opukové zdivo Karlova mostu v Praze. Konkrétně je použita dvojúrovňová analýza, která umožňuje určit chování konstrukce jako celku ze znalosti vlastností jednotlivých složek. The present contribution addresses a specific application of a two-scale material model to qaurry masonry forming the filling of the Charles Bridge in Prague. The first scale (mesostructural or mesoscopic) serves to determine the effective properties of masonry and to construct nonlinear paths macroscopic stress vs. macroscopic strain. To this end, a certain Periodic Unit Cell (PUC) is proposed. The behaviour of individual phases (arenaceous marl stones and mortar) is described by the plasticfracturing model implemented in the ATENA computer code. The input data of the current model are the tensile and compressive strength, the modulus of elasticity, and the specific fracture energy. On macroscopic scale the analysis is generally carried out on a three-dimensional segment of the bridge. In this paper we restrict ourselves to the presentation of a macroscopic response of a cross-section of the bridge due to temperature impact, which is obtained under the plane strain description.
dcterms:title
Nelineární homogenizace lomového zdiva Non-Linear Homogenization of Quarry Masonry Non-Linear Homogenization of Quarry Masonry
skos:prefLabel
Non-Linear Homogenization of Quarry Masonry Non-Linear Homogenization of Quarry Masonry Nelineární homogenizace lomového zdiva
skos:notation
RIV/68407700:21110/04:01100185!RIV/2005/GA0/211105/N
n3:strany
437 ; 438
n3:aktivita
n18:P
n3:aktivity
P(GA103/04/1321)
n3:dodaniDat
n17:2005
n3:domaciTvurceVysledku
n5:6344151 n5:4695046 n5:3638464 n5:4795180
n3:druhVysledku
n21:D
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n11:predkladatel
n3:idSjednocenehoVysledku
576383
n3:idVysledku
RIV/68407700:21110/04:01100185
n3:jazykVysledku
n20:eng
n3:klicovaSlova
damage and plasticity models; damage-induced anisotropy; first-order homogenization scheme.; quarry masonry structures
n3:klicoveSlovo
n13:quarry%20masonry%20structures n13:first-order%20homogenization%20scheme. n13:damage%20and%20plasticity%20models n13:damage-induced%20anisotropy
n3:kontrolniKodProRIV
[71455874BB3D]
n3:mistoKonaniAkce
Lisabon
n3:mistoVydani
Stirling
n3:nazevZdroje
Proceedings of the Seventh International Conference on Computational Structures Technology
n3:obor
n9:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n10:GA103%2F04%2F1321
n3:rokUplatneniVysledku
n17:2004
n3:tvurceVysledku
Šejnoha, Michal Zeman, Jan Šejnoha, Jiří Blažek, Václav
n3:typAkce
n19:WRD
n3:zahajeniAkce
2004-09-07+02:00
s:numberOfPages
2
n15:hasPublisher
Civil-Comp Press Ltd
n8:isbn
0-948749-93-8
n12:organizacniJednotka
21110