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3388 total products found.
Picture for 02085 DETECTION AND MINIMIZATION OF PIPELINE...
Available for download

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
Picture for 03329 PH STABILISATION FOR INTERNAL CORROSION
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03329 Anne Marie K. Halvorsen, Tore R. Andersen

Product Number: 51300-03329-SG
ISBN: 03329 2003 CP
Author: Anne Marie K. Halvorsen, Tore R. Andersen
$20.00
Picture for 99314 DEALLOYING OF CUPRONICKELS IN STAGNANT
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99314 DEALLOYING OF CUPRONICKELS IN STAGNANT SEAWATER

Product Number: 51300-99314-SG
ISBN: 99314 1999 CP
Author: D.R. Lenard, J.R. Martin and R.H. Heidersbach
$20.00
CorrCompilations: Underdeposit Corrosion (E-Book)
Available for download

CorrCompilations: Underdeposit Corrosion (E-Book)

Product Number: 37644-E
ISBN: 978-1-57590-385-9
Author: A.M. El-Sherik
Publication Date: 2019
$125.00

Underdeposit corrosion (UDC) has been recognized by the oil and gas industry as a major threat to the integrity matrix of the production and transportation of oil and gas and has frequently been blamed for high corrosion rates and loss of containment during operations.

The content of this NACE International CorrCompilation: Underdeposit Corrosion covers a wide range of topics that were assembled to help the reader better understand and assess UDC threat, determine the corrosion mechanism(s) responsible for the UDC, and adopt the appropriate mitigation strategies to target the active corrosion mechanism(s). The topics include proper identification and characterization of the deposits encountered in oil and gas production and transportation systems; laboratory UDC testing methods to determine responsible UDC corrosion mechanism(s) and evaluate inhibitor performance; UDC threat assessment through modeling and prediction of solids transport and settling; Internal Corrosion Direct Assessment (ICDA) methods as a means to assess UDC threat; identifying and applying appropriate UDC preventive and mitigative strategies; and finally, case studies to elucidate real examples of how UDC was identified and managed.

2019 NACE E-Book
Picture for Influence of grout conditions on duct-to-strand galvanic coupling within bonded internal posttensioned tendons
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Influence of grout conditions on duct-to-strand galvanic coupling within bonded internal posttensioned tendons

Product Number: 51323-19371-SG
Author: David Dukeman, Dr. Christopher Alexander
Publication Date: 2023
$20.00

External post-tensioned tendons are used in segmental precast box girder bridge construction to hold segments together and prevent service cracking. The tendons consist of multiple 7-wire prestressing strands contained within a high-density Polyethylene (HDPE) duct located within the inner opening of the box girders. They run continuously through deviator blocks, which helps form the profile of the tendon.
Power Tool Cleaned Surfaces New Insights into Surface Profile Measurement
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Power Tool Cleaned Surfaces New Insights into Surface Profile Measurement

Product Number: 51218-166-SG
Author: Dr. Rebekah Wilson & Brooke Divan
Publication Date: 2018
$20.00

This paper will evaluate methods used to measure surface profiles created by power tools, namely air needle scalers, bristle cleaners, and roto peen scalers. Particular focus will be placed on the use of replica tape and its ability to characterize profiles of various surfaces using a digital replica tape reader with 3D imaging capability. More specifically, this paper will determine if the measurement methods described in ASTM D44171are appropriate for the measurement of profiles produced by power tools.
Standards and Best Practice for Surface Preparation and Coating Application of Concrete

Standards and Best Practice for Surface Preparation and Coating Application of Concrete

Product Number: PB-C0M01-POD
ISBN: 978-1-57590-423-8
$190.00

Concrete surface preparation differs from surface preparation of steel, mostly due to the inherent properties of concrete.

Concrete is a non-uniform mixture of porous, permeable materials (cement, sand, stone, additives, water) with low tensile strength and often numerous cracks and defects. It will vary in properties, including moisture content, from site to site and within any site due to the batched nature of its production and installation.

Ranging from the basics of corrosion in reinforced concrete to using forensic science to determine concrete coatings failure, in this Standards and Best Practice for Surface Preparation and Coating Application of Concrete reference book, students and  technicians learn problem solving via multiple case studies and technical artiles.

2022 AMPP, black and white, soft cover, 358 pages.
Picture for 08454 Stress Relaxation Cracking Of Welded Joints In Thick Sections Of Type-347 Stabilized Grade Of
Available for download

08454 Stress Relaxation Cracking Of Welded Joints In Thick Sections Of Type-347 Stabilized Grade Of Stainless Steel

Product Number: 51300-08454-SG
ISBN: 08454 2008 CP
Author: Christian E. van der Westhuizen
Publication Date: 2008
$20.00

This paper discusses reactors in hydrocarbon service that experienced numerous cracking problems over a 8-year period, where cracks were confined to the welded zones.  The material is  TP347 stainless steel, welded with E347-16 consumables.
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 Effect of DCB Side Groove Geometry on KIssc Results
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Effect of DCB Side Groove Geometry on KIssc Results

Product Number: 51323-19469-SG
Author: Sebastián Cravero, Maria José Cancio, Martín Valdez, Gustavo Kissner, Pedro Olivo
Publication Date: 2023
$20.00

Due to the increasing interest of the O&G industry on high grade tubulars working at high pressures, the assessment of operational conditions of Oil country Tubular Goods (OCTG) subjected to Sulfide Stress Cracking (SSC) is of particular importance.


AMPP adopts different test methods to evaluate material susceptibility to SSC in wet H2S environments, for which, Method D according to NACE TM0177  determines a quantitative value of material resistance using a Double Cantilever Beam (DCB) specimen that can be used for design and qualification purposes. This is a crack arrest type fracture mechanics test that can be traced back to the work of Heady in 1977 in which the material resistance to propagation of environmental cracks is expressed in terms of a critical stress intensity factor, KIssc.
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.

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