Publication detail

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.

Original Title

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

Type

book chapter

Language

English

Original Abstract

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.

Keywords

reliability assessment, bridge, structural, chloride

Authors

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

RIV year

2012

Released

24. 9. 2012

ISBN

978-2-88394-102-1

Book

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

Edition

2

Edition number

5

Pages from

380

Pages to

417

Pages count

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"
}