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  • The article deals with the experimental laboratory tests of ribbed ceiling segments made from lightweight and ordinary concrete reinforced with current steel reinforcement. The laboratory loading tests were aimed at monitoring of the load forces and deformations in concrete and reinforcement, and the rise and development of cracks during the loading. The obtained values of deformations and load forces were compared with the FEM model made in software Atena3D which can describe the behaviour of cement composite very well. In this paper there are presented results of the comparison between deflection values obtained by loading tests and numerical analysis.
  • The article deals with the experimental laboratory tests of ribbed ceiling segments made from lightweight and ordinary concrete reinforced with current steel reinforcement. The laboratory loading tests were aimed at monitoring of the load forces and deformations in concrete and reinforcement, and the rise and development of cracks during the loading. The obtained values of deformations and load forces were compared with the FEM model made in software Atena3D which can describe the behaviour of cement composite very well. In this paper there are presented results of the comparison between deflection values obtained by loading tests and numerical analysis. (en)
Title
  • The Behaviour of Structural Members made from Lightweight and Ordinary Reinforced Concrete - Experiment, Analysis
  • The Behaviour of Structural Members made from Lightweight and Ordinary Reinforced Concrete - Experiment, Analysis (en)
skos:prefLabel
  • The Behaviour of Structural Members made from Lightweight and Ordinary Reinforced Concrete - Experiment, Analysis
  • The Behaviour of Structural Members made from Lightweight and Ordinary Reinforced Concrete - Experiment, Analysis (en)
skos:notation
  • RIV/00216305:26110/09:PU80375!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GP103/09/P057), Z(MSM0021630511)
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
  • 304824
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU80375
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Lightweight and ordinary concrete, reinforcement, deformation, FEM model, cement composite (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [2BA8DBB5BE27]
http://linked.open...v/mistoKonaniAkce
  • Žilina
http://linked.open...i/riv/mistoVydani
  • Žilina
http://linked.open...i/riv/nazevZdroje
  • Transcom 2009 - Proceedings - Section 7 - Civil Engineering
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
  • Kucharczyková, Barbara
  • Daněk, Petr
  • Žítt, Petr
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
  • Žilinská univerzita v Žiline
https://schema.org/isbn
  • 978-80-554-0039-6
http://localhost/t...ganizacniJednotka
  • 26110
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