Detail publikace

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

STRAUSS, A. BERGMEISTER, K. WENDNER, R. TEPLÝ, B. NOVÁK, D.

Originální název

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

Typ

kapitola v knize

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

reliability assessment, bridge, structural, chloride

Autoři

STRAUSS, A.; BERGMEISTER, K.; WENDNER, R.; TEPLÝ, B.; NOVÁK, D.

Rok RIV

2012

Vydáno

24. 9. 2012

ISBN

978-2-88394-102-1

Kniha

fib bulletin 62 – Structural Concrete, Textbook on behaviour, design and performance

Edice

2

Číslo edice

5

Strany od

380

Strany do

417

Strany počet

37

BibTex

@inbook{BUT97365,
  author="Alfred {Strauss} and Konrad {Bergmeister} and Roman {Wendner} and Břetislav {Teplý} and Drahomír {Novák}",
  title="Case study – Reliability assessment of a bridge subject to chloride induced correosion and associated structural deterioration (section 9.19)",
  booktitle="fib bulletin 62 – Structural Concrete, Textbook on behaviour, design and performance",
  year="2012",
  series="2",
  edition="5",
  pages="380--417",
  isbn="978-2-88394-102-1"
}