About: ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE

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

About: ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE 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	Presented paper deals with effect of thermal load applied on the railway bridge and continous rail. Both bridge and rail are curved. Curvature of rail causes transversal displacement which results in modification of normal forces. Problem can be analysed with different attitudes. Analytical solution consist in numerical solution of system of differential equations. Interaction between railway bridge and ballast is difficult to be concerned. Finite element analysis reflects curvature of rail and railway bridge. Interaction between bridge and ballast is transmitted by contacts. FEM model of a bridge was prepared in software ANSYS Analytical and FEM solution is shown. Results are shown in figures and graphs. Presented paper deals with effect of thermal load applied on the railway bridge and continous rail. Both bridge and rail are curved. Curvature of rail causes transversal displacement which results in modification of normal forces. Problem can be analysed with different attitudes. Analytical solution consist in numerical solution of system of differential equations. Interaction between railway bridge and ballast is difficult to be concerned. Finite element analysis reflects curvature of rail and railway bridge. Interaction between bridge and ballast is transmitted by contacts. FEM model of a bridge was prepared in software ANSYS Analytical and FEM solution is shown. Results are shown in figures and graphs. (en) Presented paper deals with effect of thermal load applied on the railway bridge and continous rail. Both bridge and rail are curved. Curvature of rail causes transversal displacement which results in modification of normal forces. Problem can be analysed with different attitudes. Analytical solution consist in numerical solution of system of differential equations. Interaction between railway bridge and ballast is difficult to be concerned. Finite element analysis reflects curvature of rail and railway bridge. Interaction between bridge and ballast is transmitted by contacts. FEM model of a bridge was prepared in software ANSYS Analytical and FEM solution is shown. Results are shown in figures and graphs. (cs)
Title	ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE (en) ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE (cs)
skos:prefLabel	ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE (en) ANALYSIS OF CONTINOUS RAIL AT RAILWAY BRIDGE (cs)
skos:notation	RIV/00216305:26110/09:PU85652!RIV10-MSM-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579)
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Salajka, Vlastislav Braťka, Miloš Plášek, Otto Mrózek, Michal
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	302838
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/09:PU85652
http://linked.open...riv/jazykVysledku	cze - čeština
http://linked.open.../riv/klicovaSlova	Železniční konstrukce, mostní konstrukce, ANSYS (en)
http://linked.open.../riv/klicoveSlovo	mostní konstrukce Železniční konstrukce ANSYS
http://linked.open...ontrolniKodProRIV	[151E20E907D2]
http://linked.open...v/mistoKonaniAkce	Svratka
http://linked.open...i/riv/mistoVydani	Svratka, Česká republika
http://linked.open...i/riv/nazevZdroje	Engineering mechanics 2009
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	4 (xsd:int)
http://linked.open...cetTvurcuVysledku	4 (xsd:int)
http://linked.open...vavai/riv/projekt	Centre for Integrated Design of Advanced Structures
http://linked.open...UplatneniVysledku	2009
http://linked.open...iv/tvurceVysledku	Salajka, Vlastislav Plášek, Otto Mrózek, Michal Braťka, Miloš
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2009-05-11 (xsd:date)
number of pages	9 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-86246-35-2
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