About: Prestressed Concrete Sleeper Response during an Evaluative Tests: Effect of Fatigue

Facets (new session)
Description
Metadata
Settings
- owl:sameAs
- Inference Rule:

About: Prestressed Concrete Sleeper Response during an Evaluative Tests: Effect of Fatigue Goto Sponge NotDistinct Permalink

An Entity of Type : http://linked.opendata.cz/ontology/domain/vavai/Vysledek, within Data Space : linked.opendata.cz associated with source document(s)

Attributes	Values
rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	This paper presents a numerical study of the mechanical response of the 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 simulations of standardized static loading tests according to the European Standards for railway applications. Most attention is paid to the prediction of the widths (and distribution) of cracks evolving at the sleeper’s surface in dependence on the applied load. The data obtained can aid the quality inspection process at production plants manufacturing prestressed sleepers. The tests are modelled using ATENA nonlinear finite element method (FEM) software; several FE model variants are considered in the analyses. Comparison of the results of the simulations with experimental data is performed and discussed. The experimental results were gained via standardized evaluative static loading t This paper presents a numerical study of the mechanical response of the 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 simulations of standardized static loading tests according to the European Standards for railway applications. Most attention is paid to the prediction of the widths (and distribution) of cracks evolving at the sleeper’s surface in dependence on the applied load. The data obtained can aid the quality inspection process at production plants manufacturing prestressed sleepers. The tests are modelled using ATENA nonlinear finite element method (FEM) software; several FE model variants are considered in the analyses. Comparison of the results of the simulations with experimental data is performed and discussed. The experimental results were gained via standardized evaluative static loading t (en)
Title	Prestressed Concrete Sleeper Response during an Evaluative Tests: Effect of Fatigue Prestressed Concrete Sleeper Response during an Evaluative Tests: Effect of Fatigue (en)
skos:prefLabel	Prestressed Concrete Sleeper Response during an Evaluative Tests: Effect of Fatigue Prestressed Concrete Sleeper Response during an Evaluative Tests: Effect of Fatigue (en)
skos:notation	RIV/00216305:26110/14:PU111512!RIV15-TA0-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(TE01020168)
http://linked.open...vai/riv/dodaniDat	2015
http://linked.open...aciTvurceVysledku	Veselý, Václav Keršner, Zbyněk Šimonová, Hana
http://linked.open.../riv/druhVysledku	D - Článek ve sborníku
http://linked.open...iv/duvernostUdaju	S - Úplné a pravdivé údaje nepodléhající ochraně podle zvláštních právních předpisů
http://linked.open...titaPredkladatele	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	39143
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/14:PU111512
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	prestressed railway sleeper, bending test, quasi-brittle fracture, crack initiation, crack width, fatigue, aging, FEM simulation (en)
http://linked.open.../riv/klicoveSlovo	FEM simulation prestressed railway sleeper fatigue crack width aging quasi-brittle fracture bending test crack initiation
http://linked.open...ontrolniKodProRIV	[9F411E47E3D5]
http://linked.open...v/mistoKonaniAkce	Ajjacio, Corsica
http://linked.open...i/riv/mistoVydani	Kippen, Stirlingshire, UK
http://linked.open...i/riv/nazevZdroje	Proceedings of the Second International Conference on Railway Technology: Research, Development and Mantiance
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	6 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Effective and Sustainable Transport Infrastructure (CESTI)
http://linked.open...UplatneniVysledku	2014
http://linked.open...iv/tvurceVysledku	Bílek, Vlastimil Keršner, Zbyněk Veselý, Václav Šimonová, Hana Culík, Libor Mosler, Tomáš
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2014-04-08 (xsd:date)
number of pages	19 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Civil-Comp Press
https://schema.org/isbn	978-1-905088-59-1
http://localhost/t...ganizacniJednotka	26110

Faceted Search & Find service v1.16.118 as of Jun 21 2024

Alternative Linked Data Documents: ODE Content Formats:

RDF

ODATA

Microdata

About

OpenLink Virtuoso version 07.20.3240 as of Jun 21 2024, on Linux (x86_64-pc-linux-gnu), Single-Server Edition (126 GB total memory, 58 GB memory in use)
Data on this page belongs to its respective rights holders.
Virtuoso Faceted Browser Copyright © 2009-2024 OpenLink Software