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In conjunction with the water dew point line, a simplified ammonium chloride corrosion chart has been developed to evaluate ammonium chloride corrosion potential at different temperatures with different water partial pressures.
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Destructive physical inspection for corrosion under protective coatings post-exposure suggests that significant metal loss may be occurring in the absence of a visual indication and that actual corrosion/material loss does not correlate with the visual inspection data.
This work evaluated the effectiveness of the dewatering process after hydrotesting and examined the internal corrosion threat posed by residual water trapped in crevices - and water pushed into a dead leg – of a pipeline.
To better understand the mechanism of erosion-corrosion, electrochemical tests were performed on UNS G10180, UNS S31603 and UNS S32205, used in the construction of pulp/paper machinery components exposed to caustic environments.
Permissible level of sulfur emissions from ocean vessels have been reduced. Diesel exhaust scrubbers are one response. The scrubber environment requires corrosion resistant alloys. This study compares multiple alloys in several simulated scrubber environments.
FRP pipe made of spiral-wound high strength glass fiber filaments and an aromatic amine-cured epoxy resin. Two 90-day exposure tests. Water penetration in the FRP was measured in terms of weight and volume gain as a function of exposure time.
Explosion clad test plates of hybrid alloy N10362 clad to carbon steel, ASME/ASTM10 SA51615 Grade 70, were manufactured and evaluation for corrosion resistance. Bond ultrasonic properties, metallographic bond visual quality and a set of eight criteria.
Aims to evaluate stress and strain around a pit and to determine the relationship between plastic zone size and pit geometry using the Finite Element Method (FEM). A database containing the relationship of pit parameters and plastic zone size can provide an understanding of the risk of through-wall failure in X65 steel.
The most commonly accepted way to protect structural steel on bridges is with liquid applied coatings (paint). The current life expectancy for field-applied protective coatings (maintenance painting) is about 20 years in snow/ice and marine areas. Most bridge owners use a remove-and replace strategy for maintenance painting, with unit costs usually in excess of $10.00 per ft. The cost of maintaining a protective coating during the service life of a bridge may approach the bridge’s original construction costs.
Transfer of Zn from hot-dipped and mechanically galvanized steel bolting to stainless steel by exposing a 304L stainless steel/Galvanized bolting assembly to temperatures in the range 205°C to 537°C for one hour to simulate an industrial fire scenario.
Research to determine the corrosion behavior of commercial metallic tank materials in fuels and heating oil with admixtures of biogenic sources, such as gasoline with addition of ethanol (E10, E85), pure biodiesel and heating oil with 10 % biodiesel (B10).
Over the last few years, the protective coatings industry has seen an increased demand for high performance waterborne coatings in the field of corrosion protection. Market drivers such as “Sustainability”, “Greenability”, and ongoing regulatory and environmental concerns continue to force coatings producers to look for other viable options to replace conventional solvent borne technologies.