About: RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I

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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	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 maintenance issues, especially in regions where winter de-icing salt application for traffic safety reasons is common. 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. Although the concrete bridge in question, was demolished after 38 years service, samples were extracted from the structure and the necessary chemical analyses were undertaken to establish chloride ion concentration profiles in the concrete. The chloride ion content values at the surface of the concrete were subsequently estimated and used to identify regions with critical chl 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 maintenance issues, especially in regions where winter de-icing salt application for traffic safety reasons is common. 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. Although the concrete bridge in question, was demolished after 38 years service, samples were extracted from the structure and the necessary chemical analyses were undertaken to establish chloride ion concentration profiles in the concrete. The chloride ion content values at the surface of the concrete were subsequently estimated and used to identify regions with critical chl (en)
Title	RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I (en)
skos:prefLabel	RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I (en)
skos:notation	RIV/00216305:26110/10:PU91891!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita	P
http://linked.open...avai/riv/aktivity	P(1M0579), P(7D08004)
http://linked.open...vai/riv/dodaniDat	2011
http://linked.open...aciTvurceVysledku	Pukl, Radomír Teplý, Břetislav Novák, Drahomír
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	Vysoké učení technické v Brně / Fakulta stavební
http://linked.open...dnocenehoVysledku	285356
http://linked.open...ai/riv/idVysledku	RIV/00216305:26110/10:PU91891
http://linked.open...riv/jazykVysledku	eng - angličtina
http://linked.open.../riv/klicovaSlova	pre-stressing, concrete structure, chloride ingress, corrosion, reliability assessment (en)
http://linked.open.../riv/klicoveSlovo	corrosion reliability assessment concrete structure pre-stressing chloride ingress
http://linked.open...ontrolniKodProRIV	[255A3471B95C]
http://linked.open...v/mistoKonaniAkce	Mariánské Lázně, Česká republika
http://linked.open...i/riv/mistoVydani	Mariánské Lázně, Česká republika
http://linked.open...i/riv/nazevZdroje	6th CCC Congress MARIANSKE LAZNE 2010
http://linked.open...in/vavai/riv/obor	JN
http://linked.open...ichTvurcuVysledku	3 (xsd:int)
http://linked.open...cetTvurcuVysledku	6 (xsd:int)
http://linked.open...vavai/riv/projekt	Risk based Performance Prediction and Lifetime Assessment of Concrete Structures Centre for Integrated Design of Advanced Structures
http://linked.open...UplatneniVysledku	2010
http://linked.open...iv/tvurceVysledku	Pukl, Radomír Teplý, Břetislav Novák, Drahomír Bergmeister, Konrad Strauss, Alfred Wendner, Roman
http://linked.open...vavai/riv/typAkce	EUR - Evropská
http://linked.open.../riv/zahajeniAkce	2010-09-30 (xsd:date)
number of pages	8 (xsd:int)
http://purl.org/ne...btex#hasPublisher	Neuveden
https://schema.org/isbn	978-80-87158-26-5
http://localhost/t...ganizacniJednotka	26110
is http://linked.open...avai/riv/vysledek of	RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I

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