About: Case study – Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19)

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rdf:type	skos:Concept http://linked.opendata.cz/ontology/domain/vavai/Vysledek
Description	The preservation of an adequate safety level in concrete bridges subject to gradual degradation due to the in-service effects of traffic and environmental actions is commonly an expensive, and sometimes problematic, task. Chloride ion ingress is an important factor influencing both durability design and throught-life care issues, especially in regions where winter de-icing salt application for traffic safety reasons is common, e.g. for highway structures. The following example introduces a feasible approach for the analysis of potential chloride induced corrosion and associated deterioration. It is presented in the context of an actual highway bridge application. The preservation of an adequate safety level in concrete bridges subject to gradual degradation due to the in-service effects of traffic and environmental actions is commonly an expensive, and sometimes problematic, task. Chloride ion ingress is an important factor influencing both durability design and throught-life care issues, especially in regions where winter de-icing salt application for traffic safety reasons is common, e.g. for highway structures. The following example introduces a feasible approach for the analysis of potential chloride induced corrosion and associated deterioration. It is presented in the context of an actual highway bridge application. (en)
Title	Case study – Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19) Case study – Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19) (en)
skos:prefLabel	Case study – Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19) Case study – Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19) (en)
skos:notation	RIV/00216305:26110/12:PU102101!RIV13-MSM-26110___
http://linked.open...avai/riv/aktivita	P Z
http://linked.open...avai/riv/aktivity	P(7D08004), Z(MSM0021630519)
http://linked.open...vai/riv/dodaniDat	2013
http://linked.open...aciTvurceVysledku	Teplý, Břetislav Novák, Drahomír
http://linked.open.../riv/druhVysledku	C - Kapitola v knize
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	126065
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/12:PU102101
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	reliability assessment, bridge, structural, chloride (en)
http://linked.open.../riv/klicoveSlovo	structural chloride bridge reliability assessment
http://linked.open...ontrolniKodProRIV	[6E6D700B94F7]
http://linked.open...i/riv/mistoVydani	Neuveden
http://linked.open...vEdiceCisloSvazku	2
http://linked.open...i/riv/nazevZdroje	fib bulletin 62 – Structural Concrete, Textbook on behaviour, design and performance
http://linked.open...in/vavai/riv/obor	JM
http://linked.open...ichTvurcuVysledku	2 (xsd:int)
http://linked.open...v/pocetStranKnihy	306 (xsd:int)
http://linked.open...cetTvurcuVysledku	5 (xsd:int)
http://linked.open...vavai/riv/projekt	Risk based Performance Prediction and Lifetime Assessment of Concrete Structures
http://linked.open...UplatneniVysledku	2012
http://linked.open...iv/tvurceVysledku	Teplý, Břetislav Novák, Drahomír Bergmeister, Konrad Strauss, Alfred Wendner, Roman
http://linked.open...n/vavai/riv/zamer	Progressive reliable and durable civil engineering structures
number of pages	37 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-2-88394-102-1
http://localhost/t...ganizacniJednotka	26110

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