About: Experiment vs. probabilistic nonlinear analysis of shear failure of precast prestreseed hollow-core slab Elematic type     Goto   Sponge   NotDistinct   Permalink

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Description
  • A hollow core slab is a precast, prestressed concrete member with continuous voids provided to reduce weight. Primarily used as floor or roof deck systems, hollow core slab also have application as wall panels. From statical point of view we take construction unit as simply supported beam with uniform continuous load. An assumed mechanical failure of unit occurs after exhaustion of load bearing capacity resp. shear capacity or its combination. This paper presents the comparison of probabilistic nonlinear analysis with real experiments to check the shear capacity (one line loading by ČSN EN 1168) of given unit type. Probabilistic analysis is based on numerical simulation of Monte Carlo type (Latin Hypercube Sampling) and FEM analysis. Parameters of nonlinear computational model are considered as random variables including statistical correlation.
  • A hollow core slab is a precast, prestressed concrete member with continuous voids provided to reduce weight. Primarily used as floor or roof deck systems, hollow core slab also have application as wall panels. From statical point of view we take construction unit as simply supported beam with uniform continuous load. An assumed mechanical failure of unit occurs after exhaustion of load bearing capacity resp. shear capacity or its combination. This paper presents the comparison of probabilistic nonlinear analysis with real experiments to check the shear capacity (one line loading by ČSN EN 1168) of given unit type. Probabilistic analysis is based on numerical simulation of Monte Carlo type (Latin Hypercube Sampling) and FEM analysis. Parameters of nonlinear computational model are considered as random variables including statistical correlation. (en)
Title
  • Experiment vs. probabilistic nonlinear analysis of shear failure of precast prestreseed hollow-core slab Elematic type
  • Experiment vs. probabilistic nonlinear analysis of shear failure of precast prestreseed hollow-core slab Elematic type (en)
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  • Experiment vs. probabilistic nonlinear analysis of shear failure of precast prestreseed hollow-core slab Elematic type
  • Experiment vs. probabilistic nonlinear analysis of shear failure of precast prestreseed hollow-core slab Elematic type (en)
skos:notation
  • RIV/00216305:26110/09:PU85991!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...dnocenehoVysledku
  • 314179
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85991
http://linked.open...riv/jazykVysledku
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  • Precast prestressed hollow-core slab, nonlinear analysis, probabilistic analysis, random variables, experiment (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [5CE6B4857348]
http://linked.open...v/mistoKonaniAkce
  • Žilina
http://linked.open...i/riv/mistoVydani
  • Žilina, Slovenská republika
http://linked.open...i/riv/nazevZdroje
  • Transcom 2009
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Novák, Drahomír
  • Doležel, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • Neuveden
https://schema.org/isbn
  • 978-80-554-0039-6
http://localhost/t...ganizacniJednotka
  • 26110
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