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3442 total products found.
Picture for Laboratory Testing Of Corrosion Resistant Alloys In Deep Geothermal Well Environment
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Laboratory Testing Of Corrosion Resistant Alloys In Deep Geothermal Well Environment

Product Number: 51321-16693-SG
Author: Bente Cecilie Krogh; Bård Nyhus; Hans Husby
Publication Date: 2021
$20.00
Picture for REF-Crude Unit Overhead Corrosion Control

Refining CICS—Crude Unit Overhead Corrosion Control

Product Number: 37213
ISBN: REF-Crude Unit
$55.00
Picture for The Use of 13Cr4Ni Valves in Extreme Sour Conditions: Why It Works
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The Use of 13Cr4Ni Valves in Extreme Sour Conditions: Why It Works

Product Number: 51319-12765-SG
Author: Roy Wolters
Publication Date: 2019
$20.00

Looking at martensitic stainless steels (MSS) NACE MR0175 / ISO 15156 lists six tables with different H2S acceptance levels. Generic Table A.18 lists several MSS with a maximum allowable partial pressure H2S of 0.1 bar whilst equipment specific Table A.23 (Wellhead and tree components and valve and choke components) shows no restrictions when it comes to partial pressure H2S.To substantiate the applicability of Table A.23 a study was performed to evaluate environmentally-assisted cracking resistance of cast alloy CA6NM (UNS J91540) in highly sour environments (Level VII) and the implications of the findings on the usage of CA6NM as pressure containing valve bodies in wellheads.After that a ballot (no. 2013-03) was written to clarify the scope of Table A.23 and limit the use of cast alloy CA6NM (UNS J91540) based on applied in situ stress. An additional note was incorporated for UNS J91540; "Low-carbon martensitic stainless steel J91540; the maximum design tensile stress shall not exceed 2/3 specified minimum yield strength or 345 MPa (50 ksi) whichever is less." The presentation will include field history a historic perspective of NACE MR0175 results of NACE level VII tests the ballot process including an FEA study to simulate stress distribution in valves for wellhead equipment.
Picture for Sour Crack Initiation and Propagation Assessment of P110 and Q125RY Casing Materials in Mild Sour Conditions
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Sour Crack Initiation and Propagation Assessment of P110 and Q125RY Casing Materials in Mild Sour Conditions

Product Number: 51324-20617-SG
Author: M. Yunovich; B.D. Chambers; B.J.C. Thomas
Publication Date: 2024
$40.00
Currently, API 5CT P110 and Q125 grades are not suitable for sour-service per ANSI/NACE MR0175 / ISO15156 below 175°F and 225°F, respectively; however, there are indications that the materials can be resistant to sulfide stress cracking (SSC) under certain conditions where a combination of hydrogen sulfide concentration, applied stress, pH, and temperature results in a less severe environment. The primary driver behind the work was to identify an acceptable combination of the above variables that could enable the use of P110 and restricted yield Q125 (Q125RY) grades in mildly sour wells. The scope of work included testing three heats each of grades of seamless P110 and Q125RY casing/coupling stock; the tested heats were received from multiple manufacturers. The P110 materials were evaluated using Method A per NACE TM0177 Standard Test Method at varying temperatures (24°, 40°, 48° and 60°C) and partial pressures/fugacities of hydrogen sulfide (0.14, 0.5, and 1 psi); all materials were tested via NACE TM0177 Method D at ambient conditions and 0.14 psi of H2S partial pressure to establish resistance to sulfide stress cracking (SSC) initiation and crack propagation.
Picture for Long-Term Performance of HLP Solution for Mildly Sour HIC Testing
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Long-Term Performance of HLP Solution for Mildly Sour HIC Testing

Product Number: 51317--9129-SG
ISBN: 9129 2017 CP
Author: Daisuke Mizuno
Publication Date: 2017
$20.00

Applicability of High Strength Line Pipe solution has been evaluated by conducting 30-day Hydrogen Induced Cracking (HIC) tests. Reproducibility of corrosion loss and HIC damage was investigated in comparison with those of the conventional solution, specified by NACE TM0284-2016, Solution C.
Picture for Sulfide Stress Cracking Resistance of Quenched and Tempered 41XX Low Alloy Steels with 26 HRC Max Hardness
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Sulfide Stress Cracking Resistance of Quenched and Tempered 41XX Low Alloy Steels with 26 HRC Max Hardness

Product Number: 51324-20958-SG
Author: Karthik Krishnan; Cheng Chau Lum
Publication Date: 2024
$40.00
Section A.2.2.3.3 and Table A.3 of current NACE MR0175/ISO 15156-2 version (2021/2020)1 allows for use of 41XX type low alloy steels quenched and tempered in the tubular form if the hardness does not exceed 26 HRC for all temperature, all region sour service similar to the sour service guidelines of API 5CT2/ISO 119603 L80 Type 1 and T95 Type 1 grades. While the clause recommends qualification for use in sour service it does not mandate the same. In this work different 41XX grades heat treated in tubular form to 26 HRC max hardness with varying quench and temper treatments were tested for Sulfide Stress Cracking (SSC) resistance to verify the clause. It is shown that only specific 41XX grades with certain quench and temper heat treatments could pass SSC testing prescribed for all region, all temperature sour service in NACE MR0175/ISO 15156. Hence qualification for use of this Section A.2.2.3.3 should not be optional but required else could lead to use in conditions where the material can have inadequate cracking resistance. This work could help NACE MR0175/ISO 15156 modify this clause to provide better guidelines for use of 41XX low alloy steels with 26 HRC max hardness in sour service. Keywords: Sulfide Stress Cracking (SSC), 41XX low alloy steel, quenched and tempered, sour service, NACE MR0175/ISO 15156
Picture for 07106 Environmental Cracking Performance of Corrosion Resistant Alloys for the Tyrihans Field Expand
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07106 Environmental Cracking Performance of Corrosion Resistant Alloys for the Tyrihans Field Expandable Liner

Product Number: 51300-07106-SG
ISBN: 07106 2007 CP
Author: R. Morana, M. Tabinor, B. M. Bailey, P. I. Nice, K. Bersas, A. Bufalini, L. Scoppio, and G. Mortali
Publication Date: 2007
$20.00
AC Corrosion of Pipelines
Available for download

AC Corrosion of Pipelines

Product Number: 37656-e
ISBN: 978-1-57590-400-9
Author: Y. Frank Cheng
Publication Date: 2021
$160.00

AC Corrosion of Pipelines covers the essential topics related to AC corrosion of pipelines, a problem affecting the safety and reliability of underground pipelines. In addition to the basic principles of AC interference induced by adjacent AC power lines and other sources, the book details the adverse effects of the interference on collocated pipelines, including corrosion and pitting corrosion, coating degradation, deviating of cathodic protection potentials, and the ineffectiveness of cathodic protection systems. Moreover, effective management measures to this problem are discussed. It also covers the DC interference and DC corrosion of the pipelines, as compared to the AC corrosion phenomenon. The book, the first of its kind, provides a complete and comprehensive understanding to the phenomenon from both the fundamentals and the author's research experiences.

The reader can learn and understand the basics associated with AC corrosion. Moreover, the book provides solutions and industry practice to mitigate, control, and manage AC corrosion of pipelines. The reader can thus learn the appropriate solutions to the problem. Finally, the book also includes DC corrosion of pipelines, in addition to AC corrosion, another essential problem to the buried pipelines with the increasing development of HVDC power lines. All of them contribute to improved knowledge base and recommended solutions for the actual problem threating the integrity and safety of pipelines.

 

All NACE e-books are available as mobi files. The mobi is a common e-book format that can be opened by many e-book readers, though NACE suggests Kindle for optimized viewing. The Kindle app is available for free on Amazon for iOS (Apple devices), Android devices, MACs, and PCs at https://www.amazon.com/kindleapps

 

Once you download your e-books, they will automatically open in your Kindle app. To find your book in the future, open the app and click on library. This is where all your future NACE e-books (and all your other mobi e-books) will appear, in your personalized library.

 

e-book, AMPP 2021, 284 pages

Durability Assessment of Foul-release Coatings
Available for download

Durability Assessment of Foul-release Coatings

Product Number: 41212-715-SG
Author: David Tordonato, Dr. Allen Skaja
Publication Date: 2012
$20.00

The Bureau of Reclamation (USBR) is currently investigating the feasibility of using foul-release coatings to mitigate impacts caused by macro-fouling organisms such as zebra and quagga mussels.  Durability of these coatings must be considered as a factor in determining overall life cycle costs.  To this end, the Bureau of Reclamation has developed testing protocols to evaluate the durability of foul-release coatings with respect to abrasion, erosion resistance and the ability to overcoat existing equipment.  
Picture for Corrosion Assessment and Repair for Aging Concrete Infrastructure
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Corrosion Assessment and Repair for Aging Concrete Infrastructure

Product Number: 51324-20860-SG
Author: Stephen W. Foster; Terry McGovern
Publication Date: 2024
$40.00
An overview of various assessment techniques is discussed, including visual assessment as well as more detailed destructive and non-destructive assessment techniques, such as mechanical sounding, half-cell potential surveys, corrosion rate testing, material sampling, and laboratory analyses. Digital data collection techniques and the use of assessment data to develop service life and durability predictions based on the properties gathered by an in-situ assessment are also presented. Based upon the assessment results, the appropriate mitigation strategies can be selected. Several repair and mitigation strategies for reinforced concrete structures are discussed, along with the considerations involved with selecting each system with respect to cost, maintenance, and potential service life implications. Representative case studies will illustrate how these tools have been used for water and wastewater infrastructure.
Picture for Fire Behavior of GFRP Reinforced Concrete: State-of-the-Art Review
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Fire Behavior of GFRP Reinforced Concrete: State-of-the-Art Review

Product Number: MECC23-19957-SG
Author: Dr. Mohamed Zawam; Eid Bader; Dr. Julien Saade
Publication Date: 2023
$20.00

Corrosion of steel reinforcement is the primary cause of premature deterioration of reinforced concrete structures, and affects their functionality and safety.


During the last two decades, fiber-reinforced polymer (FRP) composites have emerged as promising materials that can be used for reinforcing concrete structures. The non-corroding properties of FRPs, their high tensile strength, and their high stiffness to weight ratio made them very attractive substitute to conventional reinforcing steel.
Picture for 02085 DETECTION AND MINIMIZATION OF PIPELINE...
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02085 DETECTION AND MINIMIZATION OF PIPELINE PRODUCT RELEASES

Product Number: 51300-02085-SG
ISBN: 02085 2002 CP
Author: Tim Whited and Dr. Glenn Thompson
$20.00

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