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  • 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. (en)
Title
  • Numerical Modeling of Quarry-masonry with Application to the Charles Bridge
  • Numerical Modeling of Quarry-masonry with Application to the Charles Bridge (en)
skos:prefLabel
  • Numerical Modeling of Quarry-masonry with Application to the Charles Bridge
  • Numerical Modeling of Quarry-masonry with Application to the Charles Bridge (en)
skos:notation
  • RIV/68407700:21110/06:00121851!RIV11-GA0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA103/04/1321), P(GD106/03/H150), Z(MSM6840770001)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 489326
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  • RIV/68407700:21110/06:00121851
http://linked.open...riv/jazykVysledku
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  • Fracture energy; Homogenization techniques; Mezostructural level; Numerical model; Quasi-brittle material (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [430EE4CE6E97]
http://linked.open...v/mistoKonaniAkce
  • Svratka
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Engineering Mechanics 2006
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Sýkora, Jan
  • Vorel, Jan
  • Šejnoha, Michal
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • Ústav teoretické a aplikované mechaniky AV ČR
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  • 80-86246-27-2
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  • 21110
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