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Picture for Corrosion Risk Assessment and Corrosion Mitigation of Bottom Plates on Above ground Tanks
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Corrosion Risk Assessment and Corrosion Mitigation of Bottom Plates on Above ground Tanks

Product Number: 51319-12826-SG
Author: Mehrooz Zamanzadeh
Publication Date: 2019
$20.00

This paper describes the corrosion risk assessment and corrosion mitigation of bottom plates on aboveground tanks used for the storage. The standard method of determining the corrosiveness or the effectiveness of cathodic protection on a tank bottom is the tank-to-soil potential measurement. One of the problems associated with monitoring cathodic protection systems on tank bottoms is the inability to assess empty space under the tank or to place a reference electrode in close proximity to the underside of the tank resulting in measurements that may not represent the tank-to-soil potential at specific areas or at the center of the tank bottom. When utilizing earthen foundations soil analysis is useful to help determine whether the potential corrosion activity will be high enough to make cathodic protection necessary and whether cathodic protection will be a practical application to prevent corrosion. The advantages and disadvantages of each will be discussed. Determination of aggressive ions such as chlorides and sulfates along with measurement of moisture pH and resistivity at shallow and deep burial are helpful for further corrosion analysis. Predictive modeling based on soil corrosivity data will provide life expectancy or remaining life with moderate to high confidence levels. Corrosion mitigation techniques such as cathodic protection concrete foundations and VCI will be discussed briefly.In this paper case histories of corrosion perforation will be provided. On-site visual inspection magnetic flux leakage (MFL) inspection ultrasonic testing (UT) and evaluation of the external cathodic protection (CP) system will be considered in the failure analysis. The corrosion products were analyzed using energy-dispersive X-ray analysis (EDAX) to determine the possible corrosion mechanisms.

Picture for Corrosion Risk Assessment Corrosion Mitigation Strategies and Repair For Aging Weathering Steel Transmission Pole Structures
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Corrosion Risk Assessment Corrosion Mitigation Strategies and Repair For Aging Weathering Steel Transmission Pole Structures

Product Number: 51319-13312-SG
Author: Mehrooz Zamanzadeh
Publication Date: 2019
$20.00

Accelerated corrosion of aging transmission structures in electric power transmission lines is a leading cause of in-service equipment degradation. Each year utility companies spend an increasing amount of their revenue on inspection and refurbishment of corroded structures and maintenance of the large population of aging structures has become a serious engineering and economic problem.As these assets age corrosion at the ground level is becoming a key risk to weathering steel structures as metal thickness loss leads to a reduction in structural strength potential asset failures reduced system reliability and costly repair or replacement. Preventative maintenance for steel structures has quickly become an important topic for engineers to consider both during design and in the field in order to reduce the costs of corrective maintenance many decades later.Accordingly effective and economically feasible corrosion mitigation techniques specifically designed for weathering steel transmission poles are in high demand.In this paper the principal corrosion mechanisms for weathering steel utility pole structures at and below the ground level will be discussed considering specifically; corrosion risk stress calculations FEA analysis corrosion mitigation and repairs.Coating and cathodic protection (CP) are the most effective methods for mitigating corrosion in aging transmission lines rovided that the designer considers the corrosivity of the environment the potential for and mechanisms of cathodic protection shielding characteristics for grounding and soil corrosivity. The potential to which the structure must be polarized also needs to be considered while taking into account the grounding and soil resistivity. This potential determines the degree to which the corrosion rate is reduced below grade.The case history portion of the paper will include actual projects that involved both accelerated corrosion at the ground level coating degradation coating selection and computer aided design for cathodic protection.Key Words: Weathering Steel Transmission Pole Ground-line Corrosion Protective Coatings Ground Sleeves Soil Corrosion Pack-out Corrosion Risk Assessment Cathodic Protection Welding Load Bearing Member FEA Analysis Transmission Structure Repair Protective Maintenance Corrective Maintenance

Picture for Corrosion Scaling and Material Selection in Deep Geothermal Wells – A Case Study of IDDP-2
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Picture for Corrosion Studies Of An Additive Manufactured Alpha-Beta Ti Alloy
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Corrosion Studies Of An Additive Manufactured Alpha-Beta Ti Alloy

Product Number: 51321-16874-SG
Author: Kishore Venkatesan; Dimitri Conjan; Darren Fraser; David Ritchie; Sri Lathabai
Publication Date: 2021
$20.00
Picture for Corrosion Testing of PM HIPed UNS N06625 and PM HIPed UNS R56400 in Geothermal Environment at Hellisheidi Site
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Corrosion Testing of PM HIPed UNS N06625 and PM HIPed UNS R56400 in Geothermal Environment at Hellisheidi Site

Product Number: 51321-16708-SG
Author: Andri Isak Thorhallsson; Raja Khan; Malallah Al Lawati; Dagur Ingi Olafsson; Sandeep Irukuvarghula; Alessandro Sergi; Saemundur Gudlaugsson; Svava Davidsdottir; Helen Osk Haraldsdottir
Publication Date: 2021
$20.00