About: Meso-scale Approach to Modelling the Fracture Process Zone of Concrete Subjected to Uniaxial Tension     Goto   Sponge   Distinct   Permalink

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  • The meso-structure of concrete is idealised as stiff aggregates embedded in a soft matrix and separated by weak interfaces. The mechanical response of the matrix, the inclusions and the interface between the matrix and the inclusions is modelled by a discrete lattice approach. The inelastic response of the lattice elements is described by a damage approach, which corresponds to a continuous reduction of the stiffness of the springs. The fracture process in uniaxial tension is approximated by an analysis of a two-dimensional cell with periodic boundary conditions. The spatial distribution of dissipated energy density at the meso-scale is determined. The size and shape of the deterministic FPZ is obtained as the average of random meso-scale analyses. Additionally, periodicity of the discretisation is prescribed to avoid influences of the boundaries of the periodic cell on fracture patterns. The results of these analyses are then used to calibrate an integral-type nonlocal model.
  • The meso-structure of concrete is idealised as stiff aggregates embedded in a soft matrix and separated by weak interfaces. The mechanical response of the matrix, the inclusions and the interface between the matrix and the inclusions is modelled by a discrete lattice approach. The inelastic response of the lattice elements is described by a damage approach, which corresponds to a continuous reduction of the stiffness of the springs. The fracture process in uniaxial tension is approximated by an analysis of a two-dimensional cell with periodic boundary conditions. The spatial distribution of dissipated energy density at the meso-scale is determined. The size and shape of the deterministic FPZ is obtained as the average of random meso-scale analyses. Additionally, periodicity of the discretisation is prescribed to avoid influences of the boundaries of the periodic cell on fracture patterns. The results of these analyses are then used to calibrate an integral-type nonlocal model. (en)
Title
  • Meso-scale Approach to Modelling the Fracture Process Zone of Concrete Subjected to Uniaxial Tension
  • Meso-scale Approach to Modelling the Fracture Process Zone of Concrete Subjected to Uniaxial Tension (en)
skos:prefLabel
  • Meso-scale Approach to Modelling the Fracture Process Zone of Concrete Subjected to Uniaxial Tension
  • Meso-scale Approach to Modelling the Fracture Process Zone of Concrete Subjected to Uniaxial Tension (en)
skos:notation
  • RIV/68407700:21110/10:00164526!RIV11-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770003)
http://linked.open...iv/cisloPeriodika
  • 7-8
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
  • 270526
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/10:00164526
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • fracture; lattice; concrete; fracture process zone; meso-scale; fracture mechanics (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • GB - Spojené království Velké Británie a Severního Irska
http://linked.open...ontrolniKodProRIV
  • [56895C614E2A]
http://linked.open...i/riv/nazevZdroje
  • International Journal of Solids and Structures
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 47
http://linked.open...iv/tvurceVysledku
  • Jirásek, Milan
  • Grassl, P.
http://linked.open...ain/vavai/riv/wos
  • 000275973800009
http://linked.open...n/vavai/riv/zamer
issn
  • 0020-7683
number of pages
http://localhost/t...ganizacniJednotka
  • 21110
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