Server maintenance is scheduled for Saturday, December 21st between 6am-10am CST.
During that time, parts of our website will be affected until maintenance is completed. Thank you for your patience.
Use GIVING24 at checkout to save 20% on eCourses and books (some exclusions apply)!
A new method for in situ measurement of loss of coating integrity. Tensile samples with pipeline coatings of thicknesses from 250 to 2000 μm were subjected to tensile elongation, electrochemical impedance measured before and after. Confirmed with techniques such as optical microscopy.
We are unable to complete this action. Please try again at a later time.
If this error continues to occur, please contact AMPP Customer Support for assistance.
Error Message:
Please login to use Standards Credits*
* AMPP Members receive Standards Credits in order to redeem eligible Standards and Reports in the Store
You are not a Member.
AMPP Members enjoy many benefits, including Standards Credits which can be used to redeem eligible Standards and Reports in the Store.
You can visit the Membership Page to learn about the benefits of membership.
You have previously purchased this item.
Go to Downloadable Products in your AMPP Store profile to find this item.
You do not have sufficient Standards Credits to claim this item.
Click on 'ADD TO CART' to purchase this item.
Your Standards Credit(s)
1
Remaining Credits
0
Please review your transaction.
Click on 'REDEEM' to use your Standards Credits to claim this item.
You have successfully redeemed:
Go to Downloadable Products in your AMPP Store Profile to find and download this item.
Concrete is the second most common man-made material after potable water, yet it is a complex material that is poorly understood. Steel reinforcement is added to improve the concrete's tensile strength and ductility and is initially protected by the high concrete pH and depth of cover concrete. Eventually, due to the ingress of deleterious ions, lowering of the pH from carbonation, or electrical potential changes within the steel, corrosion will occur.
This paper will discuss the many factors affecting the timing for concrete shrinkage (and related cracking) as well as the rate of loss of excess moisture which are not reliant on 28 days of concrete cure time. In addition, case histories will be presented evidencing successful coating applications on concrete well before 28 days of cure time versus coating problems experienced well beyond 28 days of concrete cure.
Mechanisms of corrosion and cathodic delamination resulting from the cracking of paint in a water ballast tank environment and what may be expected in the corrosive environment. This will be based on the concept of a thermodynamic barrier existing at the coating/steel interface.
Drilling deeper geothermal wells to obtain more energy output per well with higher temperature and pressure and increased corrosiveness. Testing was done in simulated geothermal environment at 180°C and 350°C with a pressure of 10 bar. On high alloy austenitic stainless steel UNS S31254.
Carbon steels such as API 5L X65 are widely used oil and gas exploration, production and transportation service. However, these steels tend to corrode in the presence of wet CO2 and corrosion is more pronounced in the presence of dissolved salts and acids. Other metals, alloys and polymers also degrade in the presence of high pressure gaseous and supercritical CO2. The corrosion rate of carbon steels in some aqueous environments have been reported to be more than a few millimeters per year.9-10 The situation could be further exacerbated by H2S where cracking can be an issue for high strength steels.
Heater Treaters are designed for the removal of emulsifies and unwanted salts from crude oil. They purpose is to facilitate the oil and water separation by breaking emulsions by means of increasing the temperature of the oil, reducing its density and viscosity. A heater treater is a 3-phase separator vessel, equipped with fire tubes, that utilizes heat and mechanical separation devices to facilitate the separation of oil-water emulsions.
Steel structures are often galvanized to ensure durability in harsh environments. However, on occasion, incidents of cracking have occurred in galvanized structures that appear to be induced during the galvanizing process. Such cracking incidences produce a significant cost to the industry, in that repair procedures are often necessary to eliminate any flaws present directly after galvanizing.
Case histories & illustrations of specific forms of corrosion. General, localized & galvanic corrosion, environmental cracking, erosion-corrosion, cavitation & fretting. Intergranular corrosion, dealloying & high-temperature corrosion. 1982 NACE