Detail publikace

Lattice Modeling of Concrete Fracture Including the Effect of Material Spatial Randomness

ELIÁŠ, J. VOŘECHOVSKÝ, M.

Originální název

Lattice Modeling of Concrete Fracture Including the Effect of Material Spatial Randomness

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The paper presents stochastic discrete simulations of concrete fracturing. 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 three-point-bent beams with and without a central notch notch. The effect of spatial randomness on the peak load and energy dissipation is studied.

Klíčová slova

lattice model; concrete; fracture, stochastic simulations; material randomness; fracture energy; flexural failure

Autoři

ELIÁŠ, J.; VOŘECHOVSKÝ, M.

Rok RIV

2012

Vydáno

14. 5. 2012

Místo

Svratka, Česká republika

ISBN

978-80-86246-40-6

Kniha

International Conference Engineering Mechanics 2012

Strany od

211

Strany do

222

Strany počet

12

BibTex

@inproceedings{BUT98251,
  author="Jan {Eliáš} and Miroslav {Vořechovský}",
  title="Lattice Modeling of Concrete Fracture Including the Effect of Material Spatial Randomness",
  booktitle="International Conference Engineering Mechanics 2012",
  year="2012",
  pages="211--222",
  address="Svratka, Česká republika",
  isbn="978-80-86246-40-6"
}