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Description
  • Viz anotace v originále. (cs)
  • Combined experimental and analytical approach is used to investigate shear behavior of reinforced ECC structural elements. The experimental part consists of a self-contained program, which includes material tests under uniaxial tension and compression, reinforcement bond tests, and bending shear tests on beams. Experiments on selected beams are reproduced numerically. By comparing the experimental and numerical results we identify the importance of accounting for various mechanisms on the material scale (e.g., bond between ECC and reinforcement or crack sliding resistance) and verify if the uniaxial material tests truly represent the material behavior in a structural member.
  • Combined experimental and analytical approach is used to investigate shear behavior of reinforced ECC structural elements. The experimental part consists of a self-contained program, which includes material tests under uniaxial tension and compression, reinforcement bond tests, and bending shear tests on beams. Experiments on selected beams are reproduced numerically. By comparing the experimental and numerical results we identify the importance of accounting for various mechanisms on the material scale (e.g., bond between ECC and reinforcement or crack sliding resistance) and verify if the uniaxial material tests truly represent the material behavior in a structural member. (en)
Title
  • Experimental and Numerical Investigation of Shear Behavior of PVA-ECC in Structural Elements
  • Experimental and Numerical Investigation of Shear Behavior of PVA-ECC in Structural Elements (en)
  • Experimentální a numerické vyšetřování smykového chování PVA-ECC v konstrukčních prvcích (cs)
skos:prefLabel
  • Experimental and Numerical Investigation of Shear Behavior of PVA-ECC in Structural Elements
  • Experimental and Numerical Investigation of Shear Behavior of PVA-ECC in Structural Elements (en)
  • Experimentální a numerické vyšetřování smykového chování PVA-ECC v konstrukčních prvcích (cs)
skos:notation
  • RIV/68407700:21110/07:01136309!RIV08-GA0-21110___
http://linked.open.../vavai/riv/strany
  • 137;145
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/05/0896), Z(MSM6840770003)
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
  • 421122
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/07:01136309
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Engineered Cementitious Composites; cracking; shear failure (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [26B94A1A0C5D]
http://linked.open...v/mistoKonaniAkce
  • Mainz
http://linked.open...i/riv/mistoVydani
  • Cachan
http://linked.open...i/riv/nazevZdroje
  • High Performance Fiber Reinforced Cementit Composites (HPFRCC5)
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
  • Kabele, Petr
  • Kanakubo, T.
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
http://purl.org/ne...btex#hasPublisher
  • RILEM Publications
https://schema.org/isbn
  • 978-2-35158-046-2
http://localhost/t...ganizacniJednotka
  • 21110
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