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  • The paper presents stochastic discrete simulations of concrete fracture behavior. The spatial material randomness of local material properties is introduced into a discrete lattice-particle model via an autocorrelated random field generated by the Karhunen-Loeve expansion method. The stochastic discrete model is employed to simulate failure of the three-point-bent beams with and without a central notch. The effect of spatial randomness on the peak load and energy dissipation is studied.
  • The paper presents stochastic discrete simulations of concrete fracture behavior. The spatial material randomness of local material properties is introduced into a discrete lattice-particle model via an autocorrelated random field generated by the Karhunen-Loeve expansion method. The stochastic discrete model is employed to simulate failure of the three-point-bent beams with and without a central notch. The effect of spatial randomness on the peak load and energy dissipation is studied. (en)
  • The paper presents stochastic discrete simulations of concrete fracture behavior. The spatial material randomness of local material properties is introduced into a discrete lattice-particle model via an autocorrelated random field generated by the Karhunen-Loeve expansion method. The stochastic discrete model is employed to simulate failure of the three-point-bent beams with and without a central notch. The effect of spatial randomness on the peak load and energy dissipation is studied. (cs)
Title
  • LATTICE MODELING OF CONCRETE FRACTURE INCLUDING MATERIAL SPATIAL RANDOMNESS
  • LATTICE MODELING OF CONCRETE FRACTURE INCLUDING MATERIAL SPATIAL RANDOMNESS (en)
  • LATTICE MODELING OF CONCRETE FRACTURE INCLUDING MATERIAL SPATIAL RANDOMNESS (cs)
skos:prefLabel
  • LATTICE MODELING OF CONCRETE FRACTURE INCLUDING MATERIAL SPATIAL RANDOMNESS
  • LATTICE MODELING OF CONCRETE FRACTURE INCLUDING MATERIAL SPATIAL RANDOMNESS (en)
  • LATTICE MODELING OF CONCRETE FRACTURE INCLUDING MATERIAL SPATIAL RANDOMNESS (cs)
skos:notation
  • RIV/00216305:26110/13:PU109077!RIV14-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(LH12062)
http://linked.open...iv/cisloPeriodika
  • 5
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
  • 84419
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/13:PU109077
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • lattice model, concrete, fracture, stochastic simulations, material randomness, fracture energy, flexural failure (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • CZ - Česká republika
http://linked.open...ontrolniKodProRIV
  • [7DEE32901B30]
http://linked.open...i/riv/nazevZdroje
  • Engineering Mechanics
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...v/svazekPeriodika
  • 20
http://linked.open...iv/tvurceVysledku
  • Eliáš, Jan
  • Vořechovský, Miroslav
  • Le, Jia-Liang
issn
  • 1802-1484
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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