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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F06%3APU65596%21RIV07-MSM-26110___
rdf:type
n14:Vysledek skos:Concept
dcterms:description
The paper presents a study of influence of selected material and structural parameters on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of variation of selected parameters on structural behaviour of studied pre-cast structural members is investigated by means of numerical modelling of standartized static loading tests, which are used as a tool for quality control of sleepers productions according to European Standads for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The paper presents a study of influence of selected material and structural parameters on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of variation of selected parameters on structural behaviour of studied pre-cast structural members is investigated by means of numerical modelling of standartized static loading tests, which are used as a tool for quality control of sleepers productions according to European Standads for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The paper presents a study of influence of selected material and structural parameters on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of variation of selected parameters on structural behaviour of studied pre-cast structural members is investigated by means of numerical modelling of standartized static loading tests, which are used as a tool for quality control of sleepers productions according to European Standads for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA.
dcterms:title
Influence of material and structural parameters on concrete sleeper response Influence of material and structural parameters on concrete sleeper response Influence of material and structural parameters on concrete sleeper response
skos:prefLabel
Influence of material and structural parameters on concrete sleeper response Influence of material and structural parameters on concrete sleeper response Influence of material and structural parameters on concrete sleeper response
skos:notation
RIV/00216305:26110/06:PU65596!RIV07-MSM-26110___
n3:strany
398-401
n3:aktivita
n16:P
n3:aktivity
P(1M0579)
n3:dodaniDat
n13:2007
n3:domaciTvurceVysledku
n7:5020476 n7:1315196 n7:7169582 n7:5315816 n7:5680964 n7:3435814 n7:7759665
n3:druhVysledku
n12:D
n3:duvernostUdaju
n18:S
n3:entitaPredkladatele
n21:predkladatel
n3:idSjednocenehoVysledku
479431
n3:idVysledku
RIV/00216305:26110/06:PU65596
n3:jazykVysledku
n15:eng
n3:klicovaSlova
Pre-tensioned railway sleepers, FEM modelling, sensitivity, reliability
n3:klicoveSlovo
n4:reliability n4:sensitivity n4:FEM%20modelling n4:Pre-tensioned%20railway%20sleepers
n3:kontrolniKodProRIV
[4656D3BB6913]
n3:mistoKonaniAkce
Hradec Králové
n3:mistoVydani
Hradec Králové, ČR
n3:nazevZdroje
Sborník mezinárodního kongresu
n3:obor
n20:JN
n3:pocetDomacichTvurcuVysledku
7
n3:pocetTvurcuVysledku
7
n3:projekt
n11:1M0579
n3:rokUplatneniVysledku
n13:2006
n3:tvurceVysledku
Frantík, Petr Mosler, Tomáš Bílek, Vlastimil Štancl, Patrik Řoutil, Ladislav Keršner, Zbyněk Veselý, Václav
n3:typAkce
n9:CST
n3:zahajeniAkce
2006-09-21+02:00
s:numberOfPages
4
n10:hasPublisher
Neuveden
n19:isbn
80-903502-8-3
n17:organizacniJednotka
26110