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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU102101%21RIV13-MSM-26110___
rdf:type
skos:Concept n11:Vysledek
dcterms: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.
dcterms: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)
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)
skos:notation
RIV/00216305:26110/12:PU102101!RIV13-MSM-26110___
n11:predkladatel
n13:orjk%3A26110
n3:aktivita
n4:P n4:Z
n3:aktivity
P(7D08004), Z(MSM0021630519)
n3:dodaniDat
n17:2013
n3:domaciTvurceVysledku
n12:3275612 n12:8690634
n3:druhVysledku
n6:C
n3:duvernostUdaju
n19:S
n3:entitaPredkladatele
n22:predkladatel
n3:idSjednocenehoVysledku
126065
n3:idVysledku
RIV/00216305:26110/12:PU102101
n3:jazykVysledku
n7:eng
n3:klicovaSlova
reliability assessment, bridge, structural, chloride
n3:klicoveSlovo
n10:reliability%20assessment n10:chloride n10:bridge n10:structural
n3:kontrolniKodProRIV
[6E6D700B94F7]
n3:mistoVydani
Neuveden
n3:nazevEdiceCisloSvazku
2
n3:nazevZdroje
fib bulletin 62 – Structural Concrete, Textbook on behaviour, design and performance
n3:obor
n15:JM
n3:pocetDomacichTvurcuVysledku
2
n3:pocetStranKnihy
306
n3:pocetTvurcuVysledku
5
n3:projekt
n14:7D08004
n3:rokUplatneniVysledku
n17:2012
n3:tvurceVysledku
Bergmeister, Konrad Wendner, Roman Teplý, Břetislav Strauss, Alfred Novák, Drahomír
n3:zamer
n18:MSM0021630519
s:numberOfPages
37
n8:hasPublisher
Neuveden
n21:isbn
978-2-88394-102-1
n16:organizacniJednotka
26110