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rdf:type
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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)
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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)
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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)
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skos:notation
| - RIV/00216305:26110/12:PU102101!RIV13-MSM-26110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
| - P(7D08004), Z(MSM0021630519)
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/00216305:26110/12:PU102101
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - reliability assessment, bridge, structural, chloride (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...i/riv/mistoVydani
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http://linked.open...vEdiceCisloSvazku
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http://linked.open...i/riv/nazevZdroje
| - fib bulletin 62 – Structural Concrete, Textbook on behaviour, design and performance
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...v/pocetStranKnihy
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
| - Teplý, Břetislav
- Novák, Drahomír
- Bergmeister, Konrad
- Strauss, Alfred
- Wendner, Roman
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http://linked.open...n/vavai/riv/zamer
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number of pages
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http://purl.org/ne...btex#hasPublisher
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https://schema.org/isbn
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http://localhost/t...ganizacniJednotka
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