About: Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Fatigue is a process of permanent progressive changes in the structure of a material exposed to cyclic loading. High stress ranges in these structures can cause crack propagation, consequently reduce stiffness and can lead to fatigue failure. Also, exposing the material to aggressive environment can result in material deterioration, which accelerates the decrease of fatigue performance of the construction. The prediction of deflections, and thus serviceability, of concrete bridges subjected to cyclic loading can be calculated by using a fatigue damage function. This function expresses reduced structural stiffness by decreasing of the modulus of elasticity depending on the number of load cycles. In this paper, an application of this function is shown in an illustrative example of a small concrete bridge. Fatigue is a process of permanent progressive changes in the structure of a material exposed to cyclic loading. High stress ranges in these structures can cause crack propagation, consequently reduce stiffness and can lead to fatigue failure. Also, exposing the material to aggressive environment can result in material deterioration, which accelerates the decrease of fatigue performance of the construction. The prediction of deflections, and thus serviceability, of concrete bridges subjected to cyclic loading can be calculated by using a fatigue damage function. This function expresses reduced structural stiffness by decreasing of the modulus of elasticity depending on the number of load cycles. In this paper, an application of this function is shown in an illustrative example of a small concrete bridge. (en)
Title	Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete (en)
skos:prefLabel	Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete (en)
skos:notation	RIV/68407700:21110/08:00157310!RIV10-MSM-21110___
http://linked.open...avai/riv/aktivita	V
http://linked.open...avai/riv/aktivity	V
http://linked.open...vai/riv/dodaniDat	2010
http://linked.open...aciTvurceVysledku	Foglar, Marek Sýkorová, Jana Štemberk, Petr
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	367723
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/08:00157310
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	concrete bridge; fatigue; simulation; deterioration of material (en)
http://linked.open.../riv/klicoveSlovo	fatigue simulation concrete bridge deterioration of material
http://linked.open...ontrolniKodProRIV	[E82724EC2A3C]
http://linked.open...v/mistoKonaniAkce	Nanjing
http://linked.open...i/riv/mistoVydani	Bagneux
http://linked.open...i/riv/nazevZdroje	Microstructure Related Durability of Cementitious Composites
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	3 (xsd:int)
http://linked.open...UplatneniVysledku	2008
http://linked.open...iv/tvurceVysledku	Foglar, Marek Sýkorová, Jana Štemberk, Petr
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open...ain/vavai/riv/wos	000262079600088
http://linked.open.../riv/zahajeniAkce	2008-10-13 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Rilem Publications s.a.r.l.
https://schema.org/isbn	978-2-35158-065-3
http://localhost/t...ganizacniJednotka	21110

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