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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F06%3A00121851%21RIV11-GA0-21110___
rdf:type
skos:Concept n18:Vysledek
dcterms:description
This paper deals with numerical modeling of quarry masonry on mesostructural (mesoscopic) level and its applications. The outputs of numerical simulations are compared with the experimental results carried out in the Klokner Institute on the same structural specimen. From the material point of view, the quarry-stone blocks and mortar joints are viewed as quasi-brittle materials. This material feature manifests itself by the macro-cracks growth and softening behavior. Describing the initiation and propagation of cracks requires the definition of fracture energy. The homogenization techniques of thermomechanical parameters (thermal conductivity and moisture permeability) applied to a periodic unit cell (PUC) are addressed in the last section. The results of this work are employed in the thermomechanical analysis of the Charles Bridge in Prague. This paper deals with numerical modeling of quarry masonry on mesostructural (mesoscopic) level and its applications. The outputs of numerical simulations are compared with the experimental results carried out in the Klokner Institute on the same structural specimen. From the material point of view, the quarry-stone blocks and mortar joints are viewed as quasi-brittle materials. This material feature manifests itself by the macro-cracks growth and softening behavior. Describing the initiation and propagation of cracks requires the definition of fracture energy. The homogenization techniques of thermomechanical parameters (thermal conductivity and moisture permeability) applied to a periodic unit cell (PUC) are addressed in the last section. The results of this work are employed in the thermomechanical analysis of the Charles Bridge in Prague.
dcterms:title
Numerical Modeling of Quarry-masonry with Application to the Charles Bridge Numerical Modeling of Quarry-masonry with Application to the Charles Bridge
skos:prefLabel
Numerical Modeling of Quarry-masonry with Application to the Charles Bridge Numerical Modeling of Quarry-masonry with Application to the Charles Bridge
skos:notation
RIV/68407700:21110/06:00121851!RIV11-GA0-21110___
n3:aktivita
n7:P n7:Z
n3:aktivity
P(1M0579), P(GA103/04/1321), P(GD106/03/H150), Z(MSM6840770001)
n3:dodaniDat
n11:2011
n3:domaciTvurceVysledku
n4:7182333 n4:3638464 n4:8441804
n3:druhVysledku
n5:D
n3:duvernostUdaju
n15:S
n3:entitaPredkladatele
n16:predkladatel
n3:idSjednocenehoVysledku
489326
n3:idVysledku
RIV/68407700:21110/06:00121851
n3:jazykVysledku
n20:eng
n3:klicovaSlova
Fracture energy; Homogenization techniques; Mezostructural level; Numerical model; Quasi-brittle material
n3:klicoveSlovo
n9:Fracture%20energy n9:Mezostructural%20level n9:Quasi-brittle%20material n9:Homogenization%20techniques n9:Numerical%20model
n3:kontrolniKodProRIV
[430EE4CE6E97]
n3:mistoKonaniAkce
Svratka
n3:mistoVydani
Praha
n3:nazevZdroje
Engineering Mechanics 2006
n3:obor
n12:JD
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n14:1M0579 n14:GD106%2F03%2FH150 n14:GA103%2F04%2F1321
n3:rokUplatneniVysledku
n11:2006
n3:tvurceVysledku
Sýkora, Jan Šejnoha, Michal Vorel, Jan
n3:typAkce
n17:EUR
n3:zahajeniAkce
2006-05-15+02:00
n3:zamer
n19:MSM6840770001
s:numberOfPages
11
n22:hasPublisher
Ústav teoretické a aplikované mechaniky AV ČR
n13:isbn
80-86246-27-2
n8:organizacniJednotka
21110