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Description
  • Multiple cracking behavior and failure of SHCC material in uniaxial tensile tests is analyzed by means of stochastic finite elements, where material properties are assigned as random fields over the analyzed domain. Individual cracks are represented using the crack band approach. The effect of crack bridging provided by fibers is implemented by hardening-softening cohesive law. Results show that the proposed approach can qualitatively reproduce effects of tensile test configuration on the measured response of SHCC and support the hypothesis that these effects can be attributed to inhomogenity of the cementitious matrix and fiber dispersion.
  • Multiple cracking behavior and failure of SHCC material in uniaxial tensile tests is analyzed by means of stochastic finite elements, where material properties are assigned as random fields over the analyzed domain. Individual cracks are represented using the crack band approach. The effect of crack bridging provided by fibers is implemented by hardening-softening cohesive law. Results show that the proposed approach can qualitatively reproduce effects of tensile test configuration on the measured response of SHCC and support the hypothesis that these effects can be attributed to inhomogenity of the cementitious matrix and fiber dispersion. (en)
Title
  • Stochastic finite element modeling of multiple cracking in fiber reinforced cementitious composites
  • Stochastic finite element modeling of multiple cracking in fiber reinforced cementitious composites (en)
skos:prefLabel
  • Stochastic finite element modeling of multiple cracking in fiber reinforced cementitious composites
  • Stochastic finite element modeling of multiple cracking in fiber reinforced cementitious composites (en)
skos:notation
  • RIV/68407700:21110/10:00174804!RIV11-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770003)
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
  • 290140
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/10:00174804
http://linked.open...riv/jazykVysledku
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  • SHCC; strain capacity; tensile test; specimen size effect; boundary conditions effect; random fields (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [E0CC107AAB7E]
http://linked.open...v/mistoKonaniAkce
  • Dresden
http://linked.open...i/riv/mistoVydani
  • Freiburg
http://linked.open...i/riv/nazevZdroje
  • Fracture and Damage of Advanced Fibre-reinforced Cement-based Materials
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Kabele, Petr
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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  • Aedificatio Publisher
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  • 978-3-931681-97-5
http://localhost/t...ganizacniJednotka
  • 21110
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