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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F07%3A01133786%21RIV08-GA0-21110___
rdf:type
skos:Concept n20:Vysledek
dcterms:description
The masonry constructions have been widely used for a long time. Nowadays, new masonry structures are on demand owing to its variety and appealing mechanical properties. Both basic components, i.e. the stone blocks and mortar joints, are viewed as quasi-brittle materials with inherent strain softening response, which (in dependence on fracture toughness of both components) manifests itself by the localization of inelastic strains mainly into the mortar beds between stones. With reference to their topology it appears useful, at least for computational purposes, to treat these material systems in the framework of multi-scale modeling based on homogenization techniques for the determination of material parameters on the mesoscopic level. The PUC serves as a suitable tool to determine the effective thermo-mechanical properties (namely the effective fracture energy) of the masonry and macroscopic loading paths that become the input data for the modeling on macroscopic level. Příspěvek se zabývá numerickým modelováním a stanovením lomové energie pravidelného zdiva The masonry constructions have been widely used for a long time. Nowadays, new masonry structures are on demand owing to its variety and appealing mechanical properties. Both basic components, i.e. the stone blocks and mortar joints, are viewed as quasi-brittle materials with inherent strain softening response, which (in dependence on fracture toughness of both components) manifests itself by the localization of inelastic strains mainly into the mortar beds between stones. With reference to their topology it appears useful, at least for computational purposes, to treat these material systems in the framework of multi-scale modeling based on homogenization techniques for the determination of material parameters on the mesoscopic level. The PUC serves as a suitable tool to determine the effective thermo-mechanical properties (namely the effective fracture energy) of the masonry and macroscopic loading paths that become the input data for the modeling on macroscopic level.
dcterms:title
Determination of Size Independent Fracture Energy for Regular Masonry Determination of Size Independent Fracture Energy for Regular Masonry Stanovení lomové energie pravidelného zdiva
skos:prefLabel
Determination of Size Independent Fracture Energy for Regular Masonry Stanovení lomové energie pravidelného zdiva Determination of Size Independent Fracture Energy for Regular Masonry
skos:notation
RIV/68407700:21110/07:01133786!RIV08-GA0-21110___
n3:strany
558;560
n3:aktivita
n6:P
n3:aktivity
P(1M0579), P(GA106/07/1244)
n3:dodaniDat
n15:2008
n3:domaciTvurceVysledku
n18:7182333 n18:3638464 n18:8441804
n3:druhVysledku
n17:D
n3:duvernostUdaju
n13:S
n3:entitaPredkladatele
n9:predkladatel
n3:idSjednocenehoVysledku
416699
n3:idVysledku
RIV/68407700:21110/07:01133786
n3:jazykVysledku
n16:eng
n3:klicovaSlova
Interfacial Transition Zone; Masonry; Periodic Unit Cell
n3:klicoveSlovo
n12:Periodic%20Unit%20Cell n12:Masonry n12:Interfacial%20Transition%20Zone
n3:kontrolniKodProRIV
[BBF0B72E6E3C]
n3:mistoKonaniAkce
Barcelona
n3:mistoVydani
Barcelona
n3:nazevZdroje
Computational Plasticity IX
n3:obor
n21:JD
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n7:1M0579 n7:GA106%2F07%2F1244
n3:rokUplatneniVysledku
n15:2007
n3:tvurceVysledku
Vorel, Jan Sýkora, Jan Šejnoha, Michal
n3:typAkce
n10:WRD
n3:zahajeniAkce
2007-09-05+02:00
s:numberOfPages
3
n11:hasPublisher
University of Catalunya
n19:isbn
978-84-96736-29-0
n4:organizacniJednotka
21110