Concept to assess the performance on degrading concrete structures components

Author:

Binder Fritz1,Burtscher Stefan L.2

Affiliation:

1. Asfinag Wien Austria

2. Rocket NG GmbH Vienna Austria

Abstract

AbstractThe infrastructure of ASFiNAG is mainly built from reinforced and prestressed concrete, which despite all regular maintenance measures, is subject to ageing and degradation. The major degradation process is chloride attack, followed by carbonation, which both lead to corrosion of the reinforcing steel. A new method, which represents a significant improvement on previous assessments, is used in this paper to analyze chlorides in concrete. The paper also introduces a new concept for the durability assessment by using objective indicators, like chloride content, electrical resistivity, and corrosion potential. For objectivity and a reliable determination of the condition state, an overall performance index derived from the condition indices using an analytic hierarchy process (AHP) is adapted. The model is applied to excellent and dense data from a monitoring system and investigations taken from reinforced concrete components beside a motorway.

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference17 articles.

1. Diagnosis of concrete structures: the influence of sampling parameters on the accuracy of chloride profiles;Kosalla M.;Mater Struct Materials and Structures.,2018

2. Quantification of chloride in concrete samples using LA-ICP-MS

3. Use of indices to assess the performance of existing and repaired concrete structures. Construction and Building Materials;Andrade C;September,2009

4. RodriguezJ AndradeC.CONTECVET A validated Users Manual for assessing the residual service life of concrete structures. Institute G and T Herausgeber. Manual for assessing corrosion‐affected concrete structures.2008;

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