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  • Reinforced concrete crash barriers used in road traffic must meet a number of criteria. Crash barriers are laid lengthwise, one behind another, and joined using specially designed steel locks. While developing BSV reinforced concrete crash barriers (type ŽPSV), experiments and calculations aimed to optimize the shape of a newly designed lock and the reinforcement quantity and distribution in a crash barrier were carried out. The tension carrying capacity of two parallelly joined locks was solved experimentally. Based on the performed experiments, adjustments of nonlinear properties of steel were performed in the calculations. The obtained results served as a basis to optimize the lock design using a computational model that takes into account the plastic behaviour of steel and the influence of the surrounding concrete. The response to the vehicle impact has been analyzed using a specially elaborated complex computational model, comprising both the nonlinear model of the damping wall or crash barrier
  • Reinforced concrete crash barriers used in road traffic must meet a number of criteria. Crash barriers are laid lengthwise, one behind another, and joined using specially designed steel locks. While developing BSV reinforced concrete crash barriers (type ŽPSV), experiments and calculations aimed to optimize the shape of a newly designed lock and the reinforcement quantity and distribution in a crash barrier were carried out. The tension carrying capacity of two parallelly joined locks was solved experimentally. Based on the performed experiments, adjustments of nonlinear properties of steel were performed in the calculations. The obtained results served as a basis to optimize the lock design using a computational model that takes into account the plastic behaviour of steel and the influence of the surrounding concrete. The response to the vehicle impact has been analyzed using a specially elaborated complex computational model, comprising both the nonlinear model of the damping wall or crash barrier (en)
Title
  • Numerical Analysis of Concrete crash barriers
  • Numerical Analysis of Concrete crash barriers (en)
skos:prefLabel
  • Numerical Analysis of Concrete crash barriers
  • Numerical Analysis of Concrete crash barriers (en)
skos:notation
  • RIV/00216305:26110/12:PU102090!RIV13-GA0-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GAP104/11/0703), Z(MSM0021630519)
http://linked.open...iv/cisloPeriodika
  • 70
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
  • 154968
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU102090
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Crash Barrier, impact, static analysis, concrete nonlinear model. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • ID - Indonéská republika
http://linked.open...ontrolniKodProRIV
  • [F549954AB434]
http://linked.open...i/riv/nazevZdroje
  • An international Journal of Science, Engineering and Technology World Academy of Science Engineering and Technology
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...v/svazekPeriodika
  • 2012
http://linked.open...iv/tvurceVysledku
  • Hradil, Petr
  • Kala, Jiří
  • Salajka, Vlastislav
http://linked.open...n/vavai/riv/zamer
issn
  • 2010-376X
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
is http://linked.open...avai/riv/vysledek of
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