. "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." . "Bergmeister, Konrad" . "Wendner, Roman" . . . "Neuveden" . . "Tepl\u00FD, B\u0159etislav" . "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 . "306"^^ . . "Case study \u2013 Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19)" . . . "fib bulletin 62 \u2013 Structural Concrete, Textbook on behaviour, design and performance" . . "Strauss, Alfred" . . "RIV/00216305:26110/12:PU102101" . "Case study \u2013 Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19)"@en . "Neuveden" . . "2"^^ . . "26110" . . "Case study \u2013 Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19)"@en . "2" . . "Case study \u2013 Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19)" . . . "reliability assessment, bridge, structural, chloride"@en . "P(7D08004), Z(MSM0021630519)" . "Nov\u00E1k, Drahom\u00EDr" . . . . "37"^^ . "5"^^ . "RIV/00216305:26110/12:PU102101!RIV13-MSM-26110___" . "126065" . . "[6E6D700B94F7]" . "978-2-88394-102-1" . .