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Description
  • Functionally graded members are relatively new application of fiber reinforced cementitious compo­sites (FRCC). Numerical modeling using finite element method is a suitable tool for analysis of the behaviour and fracture of FRCC and it can simplify the design of functionally graded members. The main goal of this research is the development of a material model for the analysis of structural elements with non-uniform distribution of fiber reinforcement. The main material properties (e.g. the cohesive law) are determined and implemented into the material model. The results of numerical simulations are compared with experimental results. Results of functionally graded FRCC members and homogenous FRCC members are compared, and then the advantages and disadvantages of both groups are discussed.
  • Functionally graded members are relatively new application of fiber reinforced cementitious compo­sites (FRCC). Numerical modeling using finite element method is a suitable tool for analysis of the behaviour and fracture of FRCC and it can simplify the design of functionally graded members. The main goal of this research is the development of a material model for the analysis of structural elements with non-uniform distribution of fiber reinforcement. The main material properties (e.g. the cohesive law) are determined and implemented into the material model. The results of numerical simulations are compared with experimental results. Results of functionally graded FRCC members and homogenous FRCC members are compared, and then the advantages and disadvantages of both groups are discussed. (en)
Title
  • Numerical simulations of functionally graded fiber reinforced cementitious composite members
  • Numerical simulations of functionally graded fiber reinforced cementitious composite members (en)
skos:prefLabel
  • Numerical simulations of functionally graded fiber reinforced cementitious composite members
  • Numerical simulations of functionally graded fiber reinforced cementitious composite members (en)
skos:notation
  • RIV/68407700:21110/14:00220208!RIV15-TA0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA13-15175S), P(TA03011564)
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
  • 33346
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/14:00220208
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • fiber reinforced cementitious composites; functionally graded members; strain hardening; distributed fiber reinforcement; multiple cracking; finite element method; nonlinear material model; cohesive law (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [46B21E6DF967]
http://linked.open...v/mistoKonaniAkce
  • Québec
http://linked.open...i/riv/mistoVydani
  • Quebec
http://linked.open...i/riv/nazevZdroje
  • The 10th fib International PhD Symposium in Civil Engineering 2014
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
  • Sajdlová, Tereza
  • Kabele, Petr
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
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  • Universite Laval
https://schema.org/isbn
  • 978-2-9806762-1-5
http://localhost/t...ganizacniJednotka
  • 21110
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