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Picture for Carbonation-Induced Corrosion Assessment for Reinforced Concrete Structures
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Carbonation-Induced Corrosion Assessment for Reinforced Concrete Structures

Product Number: 51324-21169-SG
Author: Kingsley Lau; Samanbar Permeh; Sepehr Faridmarandi; Mansoureh Ghahfarokhi; Atorod Azizinamini
Publication Date: 2024
$40.00
Rebar corrosion induced by carbonation of concrete can occur in structures in both wet and dry exposures. This corrosion can become increasingly relevant in buildings as housing structures age and concrete carbonation occurs. The corrosion risk can vary depending on inter-related factors that include design, materials, and environmental exposure. The risk of corrosion furthermore can be assessed by the corrosion initiation and propagation phases. In this work two sets of testing were performed, including large scale concrete column testing to assess the corrosion behavior of steel subjected to loading and small-scale concrete testing to identify the effect of material and moisture condition environments on carbonation penetration. Concrete was cast with different water-to-cement ratio, limestone aggregate size, and conditioned in various moisture environments. The concrete specimens conditioned in wet conditions maintained in extended accelerated carbonation conditioning for up to 1 month of continuous carbonation of near 100% CO2 at 20 psi did not yield any significant carbonation penetration due to the slow rate of CO2 penetration. Concrete carbonation for the concrete specimens maintained in the dry condition fully carbonated within 67 hours and significant carbonation occurred for the concrete specimens maintained at 75%RH. In the carbonated concrete, the corrosion rate ranged from 0.2-0.8 µA/cm2. In presence of an external compressive force, the corrosion rates were similar; however, the time to corrosion initiation was delayed in time by a factor of 1.6-2. It is evident that both corrosion initiation and propagation should be considered when establishing recommendations for structural health monitoring and inspection.
Picture for Hydrogen Stress Cracking Resistance of Precipitation Hardenable Nickel Alloys and Optimization
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Hydrogen Stress Cracking Resistance of Precipitation Hardenable Nickel Alloys and Optimization

Product Number: 51324-20719-SG
Author: Stephen McCoy; Brian A. Baker; William MacDonald
Publication Date: 2024
$40.00
The material trend in the Oil & Gas sector is for high strength materials with high levels of corrosion resistance to resist increasingly harsh sour downhole environments. Compared to sweet wells the presence of hydrogen sulphide, elemental sulphur and hydrogen generally requires material selection of tubular and bar products in high performance stainless steels and nickel base alloys to withstand the pressures and temperatures. The materials of choice must be corrosion resistant, cost effective, reliable and have the strength required for the well design conditions. The material selection for downhole and well head equipment such as hangers, sub-surface safety valves, pumps and packers require age-hardenable materials to obtain the strength in heavier cross sections which cannot be strengthened by cold work. The commonly used nickel alloys for the sour service applications are alloy UNS N09925 (925), alloy UNS N07718 (718) and alloy UNS N07725 (725) with the more recently developed alloy UNS N09945 (945) and alloy UNS N09946 (945X) designed for HP/HT and sour wells. The metallurgical stability and freedom from detrimental phases of these materials being increasingly important to optimise the mechanical and corrosion resistant properties, particularly as larger section thicknesses of higher strength materials. The effect of the microstructure of these materials is shown to have a significant effect on the resistance to hydrogen attack and corrosion in sour environments. Optimising the compositional control, thermomechanical processing and microstructure is shown to give significant improvements in resistance to sour corrosion and hydrogen stress cracking resistance of materials used for critical downhole components. Over recent years there has been increasing industry demand to improve quality control and categorise the various PH Nickel alloy grades resistance to Hydrogen Stress Cracking (HSC) for critical High Pressure-High Temperature environments. HSC is a complex corrosion mechanism with many factors including composition, strength, microstructure, and grain boundary cleanliness influencing susceptibility. Evaluation efforts have used multiple techniques to measure the effects of HSC resistance, with this paper focusing on the Slow Strain Rate Test (SSRT) method according to TM0198 Method C(1) and using the quality control standard API*6ACRA(2). The purpose of the paper is to present results using the TM0198:C slow strain rate test method in a hydrogen charging environment and show the HSC resistance of the grades 925, 718, 945, 945X, and 725. This paper shows how the composition can be controlled within the defined limits of the alloy grade to optimise the HSC resistance by reducing precipitation of deleterious phases and reduce mill heat batch variation. The SSRT results are compared with mechanical properties determined according to API6ACRA(2) and detailed microstructural analysis.
	Picture for Compatibility Study of HDPE Internal Lining in Carbon Steels for Polymer Injection and Mixing Applications
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Compatibility Study of HDPE Internal Lining in Carbon Steels for Polymer Injection and Mixing Applications

Product Number: 51324-20607-SG
Author: Ahmed Al Yahyaai; Amjad Al Kharusi; Bushra Al Hudar; Hilal Al Shuhumi; Mohammed Al Maqbali
Publication Date: 2024
$40.00
	Picture for Synthesis of Aminopropyl-modified Silica with Hydrophilic Branches Inhibitor for Corrosion Inhibition
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Synthesis of Aminopropyl-modified Silica with Hydrophilic Branches Inhibitor for Corrosion Inhibition

Product Number: 51324-20630-SG
Author: Norah Aljeaban; Ahmed Busaleh; Bader Alharbi; Tawfik A. Saleh
Publication Date: 2024
$40.00
Picture for Effect of Drying on Corrosion Mitigation of Hanford Transfer Lines
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Effect of Drying on Corrosion Mitigation of Hanford Transfer Lines

Product Number: 51324-20794-SG
Author: Pavan K. Shukla; Joshua Boerstler; Roderick E. Fuentes; Bruce J. Wiersma; Crystal Girardot
Publication Date: 2024
$40.00
Radioactive waste is stored in underground, carbon-steel double-shell tanks at the Department of Energy Hanford site. The waste is transferred between the tanks and other assets using the transfer lines spanning throughout the various tank farms at Hanford. The transfer lines consist of a pipe-in-pipe design, small diameter pipes, and are not piggable. Recent inspection data of the transfer lines have shown areas with corrosion on both interior of the encasements and exterior of the primary pipes, with nearly 50 percent wall loss on the primary pipes and nearly 25% wall loss on the encasement pipes due to pitting corrosion. The visual inspections of the transfer lines have shown presence of corrosion products near the pipeline risers and beyond. It has been hypothesized that the corrosion is predominantly due to the high humidity conditions and in some cases is driven by the presence of residual hydrotest water in the encasement and the associated contact with the safety significant primary pipe. Therefore, drying of the transfer lines could lead to corrosion mitigation. Experimental studies are being conducted to understand the effect of environmental conditions, especially, relative humidity and temperature, on transfer line grade carbon steel corrosion and on mitigating corrosion. The experimental conditions are selected based on the seasonal temperature changes, and relative humidity conditions ranging from 30 to 100 percent. The experimental data will be used as guidance for maintaining a dry environment that will help mitigate the transfer-line corrosion caused by the high humidity conditions.
	Picture for Pitting Corrosion Detection by Ultrasound Monitoring
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Pitting Corrosion Detection by Ultrasound Monitoring

Product Number: 51324-20810-SG
Author: Magnus Wangensteen; Ali Fatemi; Tonni Franke Johansen; Erlend Magnus Viggen
Publication Date: 2024
$40.00
Picture for Critical Review of International Standards on Soluble Salts Measurement Methods
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Critical Review of International Standards on Soluble Salts Measurement Methods

Product Number: 51324-20851-SG
Author: Sophia Xiaoxia Zhu; Benjamin T. A. Chang
Publication Date: 2024
$40.00
It is well known that the residual salts on steel substrates have detrimental effects on the coating performance. There are several international standards on the measurement of residual salts. The most widely recognized ones are ISO 8502-6 and 8502-9. ISO 8502-6 specifies the soluble salts extraction procedures and ISO 8502-9 specifies the calculation of the soluble NaCl salt. The standards use 3 ml deionized (DI) water in 10 minutes dwell time to extract the soluble salts to measure with a potable conductivity meter. The measured conductivity reading in µS/cm is multiplied by 1.2 to convert into total (NaCl) salts in mg/m2. The ISO standards assume the extracted salt solution containing only Na+ and Cl- ions and use a simple analytical calculation to convert the conductivity to the total NaCl salt concentration on the contaminated steel surface. In fact, in addition to Na+ and Cl- ions, Fe+2, OH- ions are also in the extracted salt solution contributing to the conductivity reading, but not considered in the total salt calculation. The ISO standards on the total (NaCl) salt measurement are oversimplified that leads to inaccurate estimation of the residual salts. The chloride ions in aqueous condition can cause micro-pits on the carbon steel surface. The pit density and depth are related to the salt levels and corrosion reaction time. During the salt measurement, the DI water can not readily migrate to the micro-pits to extract salts, and the salt extraction efficiency depends on the corrosion severity. In this work we have investigated the salt extraction on doped salted steel panels with five known amounts of NaCl salt. We also used a chloride electrode to measure the chloride ion concentration. The test results showed that the salt extraction efficiency depends on the severity of the pitting corrosion. Based on the chloride level, the extraction efficiency is 90% at low salt content and 50-66% at higher salt content on the grit blasted panels using Bresle patch method. It is recommended to use the residual chloride concentration in the coating specifications as the acceptance criterion, not the total NaCl salt level. More research is to be done to investigate the residual chloride measurements to give the international coating community a more reliable test method in the field.
Picture for Case Histories of Permian Area Scale Treatment Challenges and Chemical Program Optimization Strategies
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Case Histories of Permian Area Scale Treatment Challenges and Chemical Program Optimization Strategies

Product Number: 51324-20857-SG
Author: Haiping Lu; Wei Wei; Chao Yan; Roy Young; David Nix
Publication Date: 2024
$40.00