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Electrical potential surveys are typically required to be completed on a periodic basis on cathodically protected structures such as underground pipelines. However, proving that a cathodic protection system is providing the degree of corrosion protection required can often be a time-consuming and error prone endeavor. It is a typical practice, and often required, to interrupt the CP source(s) to carry out these surveys, the accuracy of which is affected by several factors, including the presence and inherent function of DC decouplers.
A new system for waterborne 2K epoxies has been developed that presents a measurable value proposition. Performance testing results are presented that demonstrate the key features of coatings prepared with the new amine hardener and two different epoxy dispersions. The hardener is ultra-low-VOC and contains no free amines (no need for hazard labeling).
Two component polyurethane coatings are used in a variety of applications including industrial maintenance. These coating systems were introduced in the 1970’s primarily as topcoats; characterized by their excellent weatherability, toughness, and chemical and stain resistance. When formulated as ambient cured systems, traditional two component polyurethanes typically sacrifice cure time for pot life unless plural component application equipment is employed.
Nickel-base alloys are used in high temperature environments such as heat exchangers and land-based gas turbines where oxidation becomes a significant issue. To mitigate oxidation these alloys contain chromium and aluminum to form protective oxide layers. In dry air the behavior of chromia- and alumina-forming alloys can be predictable. However several high temperature applications contain a significant amount of water vapor which in turn can lead to enhanced corrosion. The effects of water vapor are not completely understood. Hence a comparative study of the oxidation behavior of two nickel-base alloys – UNS N06230 and UNS N07214 - in dry and wet air was undertaken. UNS N06230 a chromia former and UNS N07214 an alumina former were oxidized at 1000°C in dry and wet (15 volume% H2O) air for times of 1 minute 10 minutes 1 hour 5 hours 10 hours and 100 hours using thermogravimetric analysis. The coupons were characterized using X-ray diffraction and scanning electron microscopy coupled with energy dispersive spectroscopy. UNS N06230 performed better overall in wet air when compared to UNS N07214. Mechanisms for this difference will be discussed.
A long-term project such as the current Brooklyn Bridge Rehabilitation Program, known as Brooklyn Bridge Contract 6, presents a great opportunity to collect vast amounts of data and records relating to the total coating replacement on a historic landmark. On any project, especially one of this scope, the project team has to deal with many obstacles, both expected and unexpected, and significant unknowns.
This paper focuses on the risk of corrosion of austenitic stainless steels following exposure to oxygenated chloride containing waters, such as during hydrotesting or commissioning activities.
Hydrotesting is an activity typically occurring during construction intended to confirm the component's structural integrity for the design and operating pressure. The commissioning phase can use the same water in multiple systems for dynamic commissioning.
Irradiation assisted stress corrosion cracking (IASCC) is a phenomenon caused by neutron irradiation of austenitic stainless steels (SSs). The crack growth rates (CGRs) of IASCC for boiling water reactor (BWR) components are needed for assessments to ensure component integrity. The CGR formula has been proposed as a function of the stress intensity factor (K).
Using climate control proved its “cool” during a major, temperature sensitive construction project for the Charles-de-Gaulles Bridge Project between Montreal and Repentigny Canada. The air treatment company teamed with general contractor firm Construction Injection EDM Inc and Versailles 48 Inc. the coating contractor to successfully control the temperature and humidity of the containments on the underside of the bridge during a challenging retrofit and application of protective coatings of the steel structure.