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  • Abstract: Fiber reinforced cement-based composites is a large group of composites with variety of properties. The purpose of adding fibers is to overcome the brittleness of the concrete by improving the post-cracking behavior and enhancing ductility. This paper deals with the group Strain Hardening Cement based Composites (SHCC) which exhibits excellent mechanical behavior showing tensile strain hardening and multiple fine cracks. The primary objective of the presented research is to verify a developed constitutive model. The constitutive model is intended to be utilized for large-scale simulations and thus it must be robust and efficient. Therefore, it is necessary to compare the numerical simulations against the experimental data. The paper summarizes the studies performed on the shear behavior of reinforced SHCC elements tested on beam specimens monotonically loaded by an anti-symmetrical moment.
  • Abstract: Fiber reinforced cement-based composites is a large group of composites with variety of properties. The purpose of adding fibers is to overcome the brittleness of the concrete by improving the post-cracking behavior and enhancing ductility. This paper deals with the group Strain Hardening Cement based Composites (SHCC) which exhibits excellent mechanical behavior showing tensile strain hardening and multiple fine cracks. The primary objective of the presented research is to verify a developed constitutive model. The constitutive model is intended to be utilized for large-scale simulations and thus it must be robust and efficient. Therefore, it is necessary to compare the numerical simulations against the experimental data. The paper summarizes the studies performed on the shear behavior of reinforced SHCC elements tested on beam specimens monotonically loaded by an anti-symmetrical moment. (en)
Title
  • Numerical investigation of shear behavior SHCC structural elements
  • Numerical investigation of shear behavior SHCC structural elements (en)
skos:prefLabel
  • Numerical investigation of shear behavior SHCC structural elements
  • Numerical investigation of shear behavior SHCC structural elements (en)
skos:notation
  • RIV/68407700:21110/14:00226221!RIV15-GA0-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GPP105/12/P353)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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  • 33287
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/14:00226221
http://linked.open...riv/jazykVysledku
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  • Strain Hardening Cement-based Composite (SHCC); rotating crack model; damage; shear behavior (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [0FE5AA99C9F2]
http://linked.open...v/mistoKonaniAkce
  • Svratka
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/nazevZdroje
  • 20 th International Conference Engineering Mechanics 2014
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Vorel, Jan
  • Boshoff, W. P.
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 1805-8248
number of pages
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  • Vysoké učení technické v Brně
https://schema.org/isbn
  • 978-80-214-4871-1
http://localhost/t...ganizacniJednotka
  • 21110
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