Detail publikace

On introduction of spatial material randomness into lattice-particle model of concrete fracture

ELIÁŠ, J.

Originální název

On introduction of spatial material randomness into lattice-particle model of concrete fracture

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

We present a numerical study on virtual concrete beams with shallow midspan notches loaded in three-point bending. We document how spatial randomness of material parameters allows a crack to initiate outside the shallow notch. The effect of notch depth and fluctuation rate of material parameters is shown. We use a discrete meso-level model to simulate material behavior. An approach that introduces material spatial randomness into the discrete mechanical model for concrete fracture through an autocorrelated random field is presented.

Klíčová slova

Autocorrelated; Concrete fracture; Fluctuation rate; Material behavior; Material parameter; Mechanical model; Three point bending; Virtual concretes

Autoři

ELIÁŠ, J.

Vydáno

16. 6. 2013

Místo

New York, USA

ISBN

978-1-138-00086-5

Kniha

ICOSSAR 2013 - International Conference on Structural Safety & Reliability

Strany od

2047

Strany do

2053

Strany počet

8

BibTex

@inproceedings{BUT107563,
  author="Jan {Eliáš}",
  title="On introduction of spatial material randomness into lattice-particle model of concrete fracture",
  booktitle="ICOSSAR 2013 - International Conference on Structural Safety & Reliability",
  year="2013",
  pages="2047--2053",
  address="New York, USA",
  isbn="978-1-138-00086-5"
}