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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F14%3APU109673%21RIV15-TA0-26110___
rdf:type
n13:Vysledek skos:Concept
dcterms:description
This paper presents a study on the influence of material parameters of concrete on the mechanical response of prestressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete on the structural behaviour of the studied precast structural members is investigated by means of numerical modelling of standardized static loading tests, which are used as a tool for quality control during the manufacture of sleepers according to the European Standards for railway applications. The tests are numerically simulated using ATENA nonlinear finite element method software. The results of the simulations are compared with experimental data obtained via static loading tests performed on sleepers both before their use according to their designated purpose and after 17 years in operational service. This paper presents a study on the influence of material parameters of concrete on the mechanical response of prestressed monoblock railway sleepers used on Czech railway tracks. The influence of selected mechanical/fracture parameters of concrete on the structural behaviour of the studied precast structural members is investigated by means of numerical modelling of standardized static loading tests, which are used as a tool for quality control during the manufacture of sleepers according to the European Standards for railway applications. The tests are numerically simulated using ATENA nonlinear finite element method software. The results of the simulations are compared with experimental data obtained via static loading tests performed on sleepers both before their use according to their designated purpose and after 17 years in operational service.
dcterms:title
Influence of the Age and Level of Concrete fatigue on Prestressed Railway Sleepers Response: Parametric Study and Experiment. Influence of the Age and Level of Concrete fatigue on Prestressed Railway Sleepers Response: Parametric Study and Experiment.
skos:prefLabel
Influence of the Age and Level of Concrete fatigue on Prestressed Railway Sleepers Response: Parametric Study and Experiment. Influence of the Age and Level of Concrete fatigue on Prestressed Railway Sleepers Response: Parametric Study and Experiment.
skos:notation
RIV/00216305:26110/14:PU109673!RIV15-TA0-26110___
n3:aktivita
n17:P
n3:aktivity
P(TE01020168)
n3:dodaniDat
n14:2015
n3:domaciTvurceVysledku
n4:1315196 n4:2646919 n4:7169582
n3:druhVysledku
n9:D
n3:duvernostUdaju
n12:S
n3:entitaPredkladatele
n21:predkladatel
n3:idSjednocenehoVysledku
21645
n3:idVysledku
RIV/00216305:26110/14:PU109673
n3:jazykVysledku
n19:eng
n3:klicovaSlova
prestressed railway sleeper, FEM modelling, bending test, concrete cracking, fatigue
n3:klicoveSlovo
n8:FEM%20modelling n8:fatigue n8:bending%20test n8:prestressed%20railway%20sleeper n8:concrete%20cracking
n3:kontrolniKodProRIV
[94087792F477]
n3:mistoKonaniAkce
High Tatras Strbske Pleso
n3:mistoVydani
Switzerland
n3:nazevZdroje
Structural and Physical Aspects of Civil Engineering
n3:obor
n16:JM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
6
n3:projekt
n7:TE01020168
n3:rokUplatneniVysledku
n14:2014
n3:tvurceVysledku
Keršner, Zbyněk Bílek, Vlastimil Šimonová, Hana Culík, Libor Mosler, Tomáš Veselý, Václav
n3:typAkce
n15:EUR
n3:zahajeniAkce
2013-11-27+01:00
s:numberOfPages
4
n6:doi
10.4028/www.scientific.net/AMR.969.218
n20:hasPublisher
Trans Tech Publications
n18:isbn
978-3-03835-147-4
n11:organizacniJednotka
26110