About: Use of STM for Assessment of Rigidity of Örnsköldsvik Bridge under Fatigue Loading

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About: Use of STM for Assessment of Rigidity of Örnsköldsvik Bridge under Fatigue Loading 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 article focuses on change of rigidity of concrete bridges under cycling loading. The example from Sweden have been studied and used as an example of the proposed method. The properties of a similar bridge structure were tested in this paper. The aim of the experiment is fatigue development. The structure was divided in three parts, which were studied for changes of rigidity. The second state was strut-and-tie modelling. When the important data from STM were gathered, they were used for determination of the change of rigidity of the given part. The third and last part was to determine the new dynamic moments and the deformation of the structure. Each of these testing periods was 5 years. The simplified model changed due to new data to simulate the change of rigidity of the bridge and the change in internal forces compared to the initial design. The bridge has been tested for periods from 0 to 60 years of the service life. This article focuses on change of rigidity of concrete bridges under cycling loading. The example from Sweden have been studied and used as an example of the proposed method. The properties of a similar bridge structure were tested in this paper. The aim of the experiment is fatigue development. The structure was divided in three parts, which were studied for changes of rigidity. The second state was strut-and-tie modelling. When the important data from STM were gathered, they were used for determination of the change of rigidity of the given part. The third and last part was to determine the new dynamic moments and the deformation of the structure. Each of these testing periods was 5 years. The simplified model changed due to new data to simulate the change of rigidity of the bridge and the change in internal forces compared to the initial design. The bridge has been tested for periods from 0 to 60 years of the service life. (en)
Title	Use of STM for Assessment of Rigidity of Örnsköldsvik Bridge under Fatigue Loading Use of STM for Assessment of Rigidity of Örnsköldsvik Bridge under Fatigue Loading (en)
skos:prefLabel	Use of STM for Assessment of Rigidity of Örnsköldsvik Bridge under Fatigue Loading Use of STM for Assessment of Rigidity of Örnsköldsvik Bridge under Fatigue Loading (en)
skos:notation	RIV/68407700:21110/10:00170048!RIV11-GA0-21110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(GAP105/10/2098)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Štemberk, Petr Hejnic, Filip
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	České vysoké učení technické v Praze / Fakulta stavební
http://linked.open...dnocenehoVysledku	294723
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/10:00170048
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	cyclic loading; dynamics; fatigue of concrete structures; harmonic vibration; rigidity of structure; strut-and-tie model (en)
http://linked.open.../riv/klicoveSlovo	cyclic loading strut-and-tie model fatigue of concrete structures harmonic vibration rigidity of structure dynamics
http://linked.open...ontrolniKodProRIV	[79403E7658FD]
http://linked.open...v/mistoKonaniAkce	Prague
http://linked.open...i/riv/mistoVydani	Praha
http://linked.open...i/riv/nazevZdroje	Proceedings of Workshop / Design of concrete structures using EN 1992-1-1
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...vavai/riv/projekt	Alternative Description of Effects of Fatigue on Concrete Structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Štemberk, Petr Hejnic, Filip Stachová, P.
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2010-09-16 (xsd:date)
number of pages	6 (xsd:int)
http://purl.org/ne...btex#hasPublisher	České vysoké učení technické v Praze. Fakulta stavební
https://schema.org/isbn	978-80-01-04581-7
http://localhost/t...ganizacniJednotka	21110

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