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Products tagged with 'stainless steel'

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Picture for Corrosion Performance of Candidate Constructional Steels under Batch-mode Hydrothermal Liquefaction (HTL) Conditions
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Corrosion Performance of Candidate Constructional Steels under Batch-mode Hydrothermal Liquefaction (HTL) Conditions

Product Number: 51320-15484-SG
Author: Haoyu Wang, Yimin Zeng, Minkang Liu, Chunbao Charles Xu
Publication Date: 2020
$20.00
Picture for Corrosion Rates Of Stainless Steel And Low Alloy Steels In Harsh And Corrosive Environments For Subsea Application
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Corrosion Rates Of Stainless Steel And Low Alloy Steels In Harsh And Corrosive Environments For Subsea Application

Product Number: 51321-16849-SG
Author: Richard Marques; Arshad Bajvani; Jody Howhowski; Alyn Jenkins; Kardik Patel
Publication Date: 2021
$20.00
Picture for Corrosion Resistance Of Stainless Steels And Nickel Alloys In Natural Seawater
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Corrosion Resistance Of Stainless Steels And Nickel Alloys In Natural Seawater

Product Number: 51321-16515-SG
Author: Sandra Le Manchet/ Martin Monnot/ Emilie Robin
Publication Date: 2021
$20.00
Picture for Destructive Examination Protocol for 3013-Container-Package Storing Plutonium-Bearing Materials
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Destructive Examination Protocol for 3013-Container-Package Storing Plutonium-Bearing Materials

Product Number: 51324-20811-SG
Author: Roderick E. Fuentes; Michael J. Martínez-Rodríguez; Elizabeth J. Kelly
Publication Date: 2024
$40.00
The 3013-container-package consists of a convenience, inner and outer container and is used for long-term storage of plutonium-bearing materials. A destructive examination (DE) protocol has been developed to examine the container package visually and with microscopic aid to find any corrosion conditions that could result in the loss of the integrity of the container package over its lifetime. The DE protocol contains three main steps: initial container examination, helium (He) leak testing, and detailed imaging and analysis of the inner container closure weld region (ICCWR). The ICCWR has been determined to be bounding, defined as exhibiting worst case conditions for stress corrosion cracking (SCC) of the inner container. To assess SCC in the ICCWR, the inner container lid is cut into quarters and the weld and He-leak testing gasket are removed. Then a citric acid wash is performed to remove adherent chlorides from the ICCWR. The wash is then sent for analysis to determine the concentration of chlorides in the ICCWR. While the analysis for chloride concentration is being performed, the quarter sections are further sectioned into 1/8th subsections by cutting each section in half. These subsections are washed using nitric acid to remove corrosion products. Then each subsection is imaged using a Wide Angle 3-D Measurement System (WAMS). After analysis of microscope images for potential SCC, additional imaging can be performed, including subsurface imaging. After review, a determination is made of whether the container integrity may potentially affect the safe storage of the material.
Picture for Effect of Backing Gas Composition on Corrosion Behavior of Conventional Duplex Stainless Steel Weldments
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Effect of Backing Gas Composition on Corrosion Behavior of Conventional Duplex Stainless Steel Weldments

Product Number: 51321-16598-SG
Author: Ricardo Hernández Soto/ Abdullah M. Al-Rumaih
Publication Date: 2021
$20.00
Picture for Efficiency of Cathodic Protection of Stainless Steel in Confined Area - Further Understanding of the Protection Mechanism through Experimental Testing and Modeling
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Efficiency of Cathodic Protection of Stainless Steel in Confined Area - Further Understanding of the Protection Mechanism through Experimental Testing and Modeling

Product Number: 51324-20639-SG
Author: Charles Leballeur; Jean Vittonato; Nicolas Larché; Hervé Marchebois
Publication Date: 2024
$40.00
Cathodic protection (CP) of carbon steel has been extensively studied for structures exposed to the open sea. However, the knowledge and data available for carbon steel cannot be directly applied to stainless steels, especially in the case of confined surfaces that are prone to crevice corrosion. In the context of stainless steels, confined surfaces (such as the contact surfaces of fasteners or valves) are critical zones as crevice corrosion represents the primary failure mode for passive alloys in seawater. With CP, the local potential achieved in confinement areas is highly dependent on various factors, including the actual geometries (crevice gap, length, local pH and Dissolved Oxygen (DO), ohmic drops, etc.). These factors can raise questions about the actual efficiency of CP if the current cannot reach the confined area. Conversely, if sufficient current can reach the confined area, the risk of hydrogen embrittlement (especially for strain-hardened or precipitation hardened alloys) should be taken into consideration. A specific experimental setup has been constructed to characterize the electrochemical behavior of stainless steel in a confined environment and the physicochemical properties of the confined seawater. The results have shown a complete deaeration of the confined seawater under all test conditions, along with an increase of the pH when CP is applied. The tests have also highlighted the significant impact of slight crevice gap variation on the current distribution. Based on the experimental findings, polarization curves representing confined environments have been generated. These curves have been integrated into a finite element model, allowing for the extrapolation of the experimental results to different crevice geometries. After a few centimeters, little to no current should be able to reach the confined surfaces if the crevice gap is inferior to 10µm. However, the risk of corrosion of stainless steels remains limited due to the local CP-induced chemistry at the interface. The CP also mitigates the ohmic drop in the confined area which also tend to reduce the risk of crevice corrosion.