About: Performance of specimens subjected to cyclic loading and aggressive environment

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

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	Concrete is used for various kinds of structures which are exposed to different types of loading and aggressive environment. High stress ranges caused by cyclic loading can result into accelerated crack propagation, higher deflection and consequently into fatigue failure. In the severe environment the aggressive agents which penetrate into the concrete (acids etc.) cause decomposition of the microstructure of concrete and reduce its matrix stiffness. It can be assumed that the interaction of cyclic loading and aggressive environment leads to higher long-term structural damage. The main goal of the experimental program presented in this paper is to quantify the combined effect of cyclic loading and aggressive environment on performance of concrete specimens. Concrete is used for various kinds of structures which are exposed to different types of loading and aggressive environment. High stress ranges caused by cyclic loading can result into accelerated crack propagation, higher deflection and consequently into fatigue failure. In the severe environment the aggressive agents which penetrate into the concrete (acids etc.) cause decomposition of the microstructure of concrete and reduce its matrix stiffness. It can be assumed that the interaction of cyclic loading and aggressive environment leads to higher long-term structural damage. The main goal of the experimental program presented in this paper is to quantify the combined effect of cyclic loading and aggressive environment on performance of concrete specimens. (en)
Title	Performance of specimens subjected to cyclic loading and aggressive environment Performance of specimens subjected to cyclic loading and aggressive environment (en)
skos:prefLabel	Performance of specimens subjected to cyclic loading and aggressive environment Performance of specimens subjected to cyclic loading and aggressive environment (en)
skos:notation	RIV/68407700:21110/13:00207667!RIV14-MSM-21110___
http://linked.open...avai/predkladatel	Fakulta stavební
http://linked.open...avai/riv/aktivita	P S
http://linked.open...avai/riv/aktivity	P(GA13-30441S), S
http://linked.open...vai/riv/dodaniDat	2014
http://linked.open...aciTvurceVysledku	Foglar, Marek Göringer, Jakub
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	95778
http://linked.open...ai/riv/idVysledku	RIV/68407700:21110/13:00207667
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	Fatigue; aggressive environment; concrete; deflection; strain (en)
http://linked.open.../riv/klicoveSlovo	deflection strain Fatigue concrete aggressive environment
http://linked.open...ontrolniKodProRIV	[ADE02CF19298]
http://linked.open...v/mistoKonaniAkce	Wroclaw
http://linked.open...i/riv/mistoVydani	Wroclaw
http://linked.open...i/riv/nazevZdroje	CCC 2013 - Concrete Structures in Urban Areas
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...cetTvurcuVysledku	2 (xsd:int)
http://linked.open...vavai/riv/projekt	Studium chování betonu vystaveného extrémnímu zatížení
http://linked.open...UplatneniVysledku	2013
http://linked.open...iv/tvurceVysledku	Foglar, Marek Göringer, Jakub
http://linked.open...vavai/riv/typAkce	WRD - Světová
http://linked.open.../riv/zahajeniAkce	2013-09-04 (xsd:date)
number of pages	4 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Dolnoslaskie wydawnictwo edukacyjne
https://schema.org/isbn	978-83-7125-229-7
http://localhost/t...ganizacniJednotka	21110

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