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Sanicro 35, a New Super Austenitic Stainless Steel for Demanding Wet Corrosive Applications

A new super austenitic stainless steel has been developed for use in highly corrosive wet environments.
The new alloy, Alloy 35Mo, has the general chemical composition 27Cr-35Ni-6.5Mo-0.28N and PRE>52,
suggesting high resistance towards chloride induced localized corrosion. The Alloy 35Mo has excellent
corrosion resistance in chloride bearing environments, and has also shown surprising mechanical
properties with a combination of high yield strength, excellent ductility and low hardness. The main
applications for the new grade will initially be heat exchanger tubing, small dimension piping and hydraulic
& instrumentation tubing. Target industries are refineries, chemical and petrochemical plants and offshore
installations. This paper discusses Alloy35Mo, its properties, and a comparison with existing,
competing grades

Product Number: MPWT19-14327
Author: Jonas Höwing
Publication Date: 2019
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Composite repairs have been applied to pipelines and piping systems for structural reinforcement after external corrosion. Such repairs may consist of glass or carbon fibers embedded in a matrix of epoxy. Typically, these repairs are hand applied using either wet lay-up systems or prefabricated rolls of composite sleeve. In some applications, pipeline continued corrosion growth under composite repairs were reported using Inline Inspection (ILI) which raises a concern about the integrity of the metallic piping under composite repairs. When continued corrosion is detected by ILI, a difficulty is typically faced due to the inability to measure pipeline remaining thickness under such repairs. To resolve this challenge, this paper will discuss multiple inspection and corrosion monitoring techniques for metal loss under composite repairs. To measure the pipeline wall thickness due to internal corrosion, one or more of the three (3) Non-Destructive Testing (NDT) technologies namely; Dynamic Response Spectroscopy (DRS), Multi-skip Ultrasonic (MS-UT) and digital radiography were evaluated and found capable. To monitor for external corrosion, a scheduled visual inspection of the composite repair would be the first inspection step. If the composite repair appears to be intact then the visual inspection would suffice and the repair should be acceptable to its design life. If the original defect is external corrosion and a scheduled visual inspection of the composite repair shows damage to the composite repair then inspection to assess the integrity of the substrate must be used before permanently fixing the composite repair. For this scenario, digital radiography or MS-UT are recommended to assess the condition of the substrate