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  • The subject of the contribution is to gain new aspects of knowledge about the fracture behaviour of cementitious building materials by the wedge splitting test (WST). Particular attention is paid to the accurate description of the near crack-tip stress field in the WST specimen influenced particularly by the bottom boundary condition of the test inducing a vertical compressive force to the bottom part of the specimen in the area where the fracture is assumed to be propagating. To this aim a two-parameter constrained-based fracture mechanics is used. Different levels of constraint in the vicinity of the crack tip during fracture process through the specimen ligament are characterized by means of the T-stress. Attempts are made to consider even more than the two members (i.e. K-factor and T-stress) of the Williams' series approximating the stress field in the cracked body. The problem is solved numerically by means of the finite element method and results are compared with data taken from the literature
  • The subject of the contribution is to gain new aspects of knowledge about the fracture behaviour of cementitious building materials by the wedge splitting test (WST). Particular attention is paid to the accurate description of the near crack-tip stress field in the WST specimen influenced particularly by the bottom boundary condition of the test inducing a vertical compressive force to the bottom part of the specimen in the area where the fracture is assumed to be propagating. To this aim a two-parameter constrained-based fracture mechanics is used. Different levels of constraint in the vicinity of the crack tip during fracture process through the specimen ligament are characterized by means of the T-stress. Attempts are made to consider even more than the two members (i.e. K-factor and T-stress) of the Williams' series approximating the stress field in the cracked body. The problem is solved numerically by means of the finite element method and results are compared with data taken from the literature (en)
Title
  • Two-Parameter Fracture Analysis of Wedge Splitting Test Specimens
  • Two-Parameter Fracture Analysis of Wedge Splitting Test Specimens (en)
skos:prefLabel
  • Two-Parameter Fracture Analysis of Wedge Splitting Test Specimens
  • Two-Parameter Fracture Analysis of Wedge Splitting Test Specimens (en)
skos:notation
  • RIV/00216305:26110/09:PU86636!RIV10-AV0-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(KJB200410901)
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
  • 347200
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU86636
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • fracture mechanics, concrete, wedge splitting test, T-stress, numerical simulation. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [A5CABF4688D7]
http://linked.open...v/mistoKonaniAkce
  • Funchal, Madeira
http://linked.open...i/riv/mistoVydani
  • Funchal, Madeira, Portugalsko
http://linked.open...i/riv/nazevZdroje
  • Twelfth International Conference on Civil, Structural and Environmental Engineering Computing
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...iv/tvurceVysledku
  • Seitl, Stanislav
  • Veselý, Václav
  • Řoutil, Ladislav
  • Dymáček, Jan
  • Klusák, Lukáš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-1-905088-30-0
http://localhost/t...ganizacniJednotka
  • 26110
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