AgNO3 spray tests : advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 1: Non-steady-state diffusion tests and exposure to natural conditions
Within the framework of the evaluation and the prediction of chloride-induced corrosion risks, simple and rapid AgNO^sub 3^ spray tests can be proposed for various issues. This paper forms the first part of a series. In this first part, the Maultzsch procedure (spraying of 0.1-N AgNO^sub 3^ solution...
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Veröffentlicht in: | Materials and structures 2007-10, Vol.40 (8), p.759-781 |
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description | Within the framework of the evaluation and the prediction of chloride-induced corrosion risks, simple and rapid AgNO^sub 3^ spray tests can be proposed for various issues. This paper forms the first part of a series. In this first part, the Maultzsch procedure (spraying of 0.1-N AgNO^sub 3^ solution + K^sub 2^CrO^sub 4^) as well as the procedure based on the use of a sole AgNO^sub 3^ solution have been investigated on a broad range of concretes. These procedures have also been compared to the Collepardi procedure (spraying of 0.1-N AgNO^sub 3^ + fluoresceine). The feasibility of these colorimetric techniques on saturated specimens cast in laboratory, after non-steady-state diffusion tests carried out in various conditions, is discussed. In addition, the results obtained from applying such spray tests in field conditions on cores drilled out from various RC test specimens exposed to a marine environment (tidal zone) and to a road and cold environment (freezing-thawing cycles and spraying of deicing salts) are presented. Colorimetric methods have in particular been applied here to the assessment of the average chloride penetration depth and of its evolution versus time (kinetics). Moreover, the detection threshold of these techniques has been investigated in various environments. The possible sources of discrepancy on the results have been analysed.[PUBLICATION ABSTRACT] |
doi_str_mv | 10.1617/s11527-007-9233-1 |
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The feasibility of these colorimetric techniques on saturated specimens cast in laboratory, after non-steady-state diffusion tests carried out in various conditions, is discussed. In addition, the results obtained from applying such spray tests in field conditions on cores drilled out from various RC test specimens exposed to a marine environment (tidal zone) and to a road and cold environment (freezing-thawing cycles and spraying of deicing salts) are presented. Colorimetric methods have in particular been applied here to the assessment of the average chloride penetration depth and of its evolution versus time (kinetics). Moreover, the detection threshold of these techniques has been investigated in various environments. The possible sources of discrepancy on the results have been analysed.[PUBLICATION ABSTRACT]</description><identifier>ISSN: 1359-5997</identifier><identifier>EISSN: 1871-6873</identifier><identifier>DOI: 10.1617/s11527-007-9233-1</identifier><language>eng</language><publisher>Dordrecht: Springer</publisher><subject>Applied sciences ; Building construction ; Building materials ; Buildings. Public works ; Civil engineering ; Concretes. Mortars. Grouts ; Corrosion ; Durability. Pathology. Repairing. 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Part 1: Non-steady-state diffusion tests and exposure to natural conditions</title><title>Materials and structures</title><description>Within the framework of the evaluation and the prediction of chloride-induced corrosion risks, simple and rapid AgNO^sub 3^ spray tests can be proposed for various issues. This paper forms the first part of a series. In this first part, the Maultzsch procedure (spraying of 0.1-N AgNO^sub 3^ solution + K^sub 2^CrO^sub 4^) as well as the procedure based on the use of a sole AgNO^sub 3^ solution have been investigated on a broad range of concretes. These procedures have also been compared to the Collepardi procedure (spraying of 0.1-N AgNO^sub 3^ + fluoresceine). The feasibility of these colorimetric techniques on saturated specimens cast in laboratory, after non-steady-state diffusion tests carried out in various conditions, is discussed. In addition, the results obtained from applying such spray tests in field conditions on cores drilled out from various RC test specimens exposed to a marine environment (tidal zone) and to a road and cold environment (freezing-thawing cycles and spraying of deicing salts) are presented. Colorimetric methods have in particular been applied here to the assessment of the average chloride penetration depth and of its evolution versus time (kinetics). Moreover, the detection threshold of these techniques has been investigated in various environments. The possible sources of discrepancy on the results have been analysed.[PUBLICATION ABSTRACT]</description><subject>Applied sciences</subject><subject>Building construction</subject><subject>Building materials</subject><subject>Buildings. Public works</subject><subject>Civil engineering</subject><subject>Concretes. Mortars. Grouts</subject><subject>Corrosion</subject><subject>Durability. Pathology. Repairing. 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The feasibility of these colorimetric techniques on saturated specimens cast in laboratory, after non-steady-state diffusion tests carried out in various conditions, is discussed. In addition, the results obtained from applying such spray tests in field conditions on cores drilled out from various RC test specimens exposed to a marine environment (tidal zone) and to a road and cold environment (freezing-thawing cycles and spraying of deicing salts) are presented. Colorimetric methods have in particular been applied here to the assessment of the average chloride penetration depth and of its evolution versus time (kinetics). Moreover, the detection threshold of these techniques has been investigated in various environments. The possible sources of discrepancy on the results have been analysed.[PUBLICATION ABSTRACT]</abstract><cop>Dordrecht</cop><pub>Springer</pub><doi>10.1617/s11527-007-9233-1</doi><tpages>23</tpages></addata></record> |
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subjects | Applied sciences Building construction Building materials Buildings. Public works Civil engineering Concretes. Mortars. Grouts Corrosion Durability. Pathology. Repairing. Maintenance Engineering Sciences Exact sciences and technology Materials Reinforced concrete |
title | AgNO3 spray tests : advantages, weaknesses, and various applications to quantify chloride ingress into concrete. Part 1: Non-steady-state diffusion tests and exposure to natural conditions |
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