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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F06%3APU65598%21RIV07-MSM-26110___
rdf:type
n5:Vysledek skos:Concept
dcterms:description
This paper introduces a study of influence of material parameters of concrete on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete 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 production according to European Standards for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The aim of work of composite authors is to improve the reliability of railway sleepers by prospective introduction of reasonable changes in the technology of sleepers production. This paper introduces a study of influence of material parameters of concrete on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete 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 production according to European Standards for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The aim of work of composite authors is to improve the reliability of railway sleepers by prospective introduction of reasonable changes in the technology of sleepers production. This paper introduces a study of influence of material parameters of concrete on mechanical response of pre-stressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete 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 production according to European Standards for railway applications. The tests are numerically simulated using nonlinear FEM software ATENA. The aim of work of composite authors is to improve the reliability of railway sleepers by prospective introduction of reasonable changes in the technology of sleepers production.
dcterms:title
Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce Influence of mechanical parameters of concrete of railway sleeper on its behaviour in loading test
skos:prefLabel
Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce Vliv změny mechanických parametrů betonu pražce na chování při kontrolní zkoušce Influence of mechanical parameters of concrete of railway sleeper on its behaviour in loading test
skos:notation
RIV/00216305:26110/06:PU65598!RIV07-MSM-26110___
n3:strany
265-268
n3:aktivita
n20:P
n3:aktivity
P(1M0579)
n3:dodaniDat
n8:2007
n3:domaciTvurceVysledku
n7:7759665 n7:5680964 n7:1315196 n7:7169582
n3:druhVysledku
n21:D
n3:duvernostUdaju
n15:S
n3:entitaPredkladatele
n19:predkladatel
n3:idSjednocenehoVysledku
506934
n3:idVysledku
RIV/00216305:26110/06:PU65598
n3:jazykVysledku
n12:cze
n3:klicovaSlova
Material parameters, concrete, mechanical response, fracture-mechanical parameters, numerical modelling
n3:klicoveSlovo
n4:mechanical%20response n4:Material%20parameters n4:numerical%20modelling n4:concrete n4:fracture-mechanical%20parameters
n3:kontrolniKodProRIV
[EC0F47617DB0]
n3:mistoKonaniAkce
VUT v Brně, Fakulta stavební, Veveří 331/95,
n3:mistoVydani
Brno, ČR
n3:nazevZdroje
Pravděpodobnost porušování konstrukcí 2006
n3:obor
n11:JN
n3:pocetDomacichTvurcuVysledku
4
n3:pocetTvurcuVysledku
4
n3:projekt
n13:1M0579
n3:rokUplatneniVysledku
n8:2006
n3:tvurceVysledku
Štancl, Patrik Řoutil, Ladislav Keršner, Zbyněk Veselý, Václav
n3:typAkce
n17:CST
n3:zahajeniAkce
2006-10-03+02:00
s:numberOfPages
4
n10:hasPublisher
Neuveden
n14:isbn
80-214-3251-9
n18:organizacniJednotka
26110