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Description
  • Příspěvek se zabývá numerickým modelováním a stanovením lomové energie pravidelného zdiva (cs)
  • 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.
  • 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. (en)
Title
  • Determination of Size Independent Fracture Energy for Regular Masonry
  • Stanovení lomové energie pravidelného zdiva (cs)
  • Determination of Size Independent Fracture Energy for Regular Masonry (en)
skos:prefLabel
  • Determination of Size Independent Fracture Energy for Regular Masonry
  • Stanovení lomové energie pravidelného zdiva (cs)
  • Determination of Size Independent Fracture Energy for Regular Masonry (en)
skos:notation
  • RIV/68407700:21110/07:01133786!RIV08-GA0-21110___
http://linked.open.../vavai/riv/strany
  • 558;560
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GA106/07/1244)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 416699
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/07:01133786
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Interfacial Transition Zone; Masonry; Periodic Unit Cell (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [BBF0B72E6E3C]
http://linked.open...v/mistoKonaniAkce
  • Barcelona
http://linked.open...i/riv/mistoVydani
  • Barcelona
http://linked.open...i/riv/nazevZdroje
  • Computational Plasticity IX
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
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
number of pages
http://purl.org/ne...btex#hasPublisher
  • University of Catalunya
https://schema.org/isbn
  • 978-84-96736-29-0
http://localhost/t...ganizacniJednotka
  • 21110
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