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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F10%3A00170048%21RIV11-GA0-21110___
rdf:type
skos:Concept n19:Vysledek
dcterms: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.
dcterms: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
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
skos:notation
RIV/68407700:21110/10:00170048!RIV11-GA0-21110___
n3:aktivita
n12:P
n3:aktivity
P(GAP105/10/2098)
n3:dodaniDat
n10:2011
n3:domaciTvurceVysledku
n14:2949830 n14:7848463
n3:druhVysledku
n20:D
n3:duvernostUdaju
n8:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
294723
n3:idVysledku
RIV/68407700:21110/10:00170048
n3:jazykVysledku
n17:eng
n3:klicovaSlova
cyclic loading; dynamics; fatigue of concrete structures; harmonic vibration; rigidity of structure; strut-and-tie model
n3:klicoveSlovo
n5:strut-and-tie%20model n5:fatigue%20of%20concrete%20structures n5:cyclic%20loading n5:harmonic%20vibration n5:dynamics n5:rigidity%20of%20structure
n3:kontrolniKodProRIV
[79403E7658FD]
n3:mistoKonaniAkce
Prague
n3:mistoVydani
Praha
n3:nazevZdroje
Proceedings of Workshop / Design of concrete structures using EN 1992-1-1
n3:obor
n18:JN
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
3
n3:projekt
n6:GAP105%2F10%2F2098
n3:rokUplatneniVysledku
n10:2010
n3:tvurceVysledku
Stachová, P. Štemberk, Petr Hejnic, Filip
n3:typAkce
n7:EUR
n3:zahajeniAkce
2010-09-16+02:00
s:numberOfPages
6
n11:hasPublisher
České vysoké učení technické v Praze. Fakulta stavební
n4:isbn
978-80-01-04581-7
n21:organizacniJednotka
21110