Long‐term Resistivity Monitoring of a Lock – Valuable Data for different Durability Issues

Author:

Spörel Frank1

Affiliation:

1. BAW Karlsruhe Germany

Abstract

AbstractA better knowledge on the exposure conditions of structures can help to evaluate the transferability of lab tests results to practical application or to generate a basis for modeling of different durability aspects. About 20 years and 10 years ago, a monitoring system was installed in two locks to get information on the temperature exposure and the degree of saturation of the concrete cover zone by means of continuous resistivity measurements with the Multi‐Ring‐Electrodes (MRE) and Multitemperature Probes (MTP) at different distances to the concrete surface. Due to the fact that resistivity is influenced by many more parameters than just the degree of saturation it is very complex to determine the degree of saturation. Uncertainties remain as concrete properties develop over the years and the cover zone which is of mayor interest for durability is additionally affected by casting and curing and later on by the exposure conditions. A deficiency of the Arrhenius equation to compensate for temperature effects on resistivity under certain conditions finally helps to overcome that difficulty. A data evaluation concerning freeze‐thaw attack gives examples and indicates possible further applications like carbonation.

Funder

Bundesministerium für Verkehr und Digitale Infrastruktur

Publisher

Wiley

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference18 articles.

1. DIN 1045‐2:2008-08 Tragwerke aus Beton Stahlbeton und Spannbeton ‐ Teil 2:Beton ‐ Festlegung Eigenschaften Herstellung und Konformität ‐ Anwendungsregeln zu DIN EN 206‐1

2. DIN EN 206‐1:2001-07 Beton ‐ Teil 1:Festlegung Eigenschaften Herstellung und Konformität; Deutsche Fassung EN 206‐1:2000

3. Siebelet. al:Sachstandbericht Übertragbarkeit von Frost‐Laborprüfungen auf Praxisverhältnisse DAfStb Heft 560 2005 Berlin Beuth Verlag

4. Spörel F.(2022).16 years of monitoring the freeze‐thaw attack on a lock by resistivity and temperature measurements. Proceedings XXIV Nordic Concrete Symposium 2022

5. Raupach M.:Zur chloridinduzierten Makroelementkorrosion von Stahl in Beton. Berlin: Beuth Verlag GmbH. Schriftenreihe des DAfStb Nr. 433 phd‐thesis RWTH Aachen University 1992

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