Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 286
The confidence in controlling corrosion derives from the reliance upon indirect
measurements of the cathodic potential or potential change associated with a
cathodic current applied to the steel / soil interface to reduce the corrosion
reaction ...
The confidence in controlling corrosion derives from the reliance upon indirect
measurements of the cathodic potential or potential change associated with a
cathodic current applied to the steel / soil interface to reduce the corrosion
reaction ...
Page 288
In this figure , the bar represents the range in minimum values for the polarized
potential , polarization , voltage shift , and polarized potential with respect to the
Tafel potential . The data indicate that , for all of the soils , polarized potentials ...
In this figure , the bar represents the range in minimum values for the polarized
potential , polarization , voltage shift , and polarized potential with respect to the
Tafel potential . The data indicate that , for all of the soils , polarized potentials ...
Page 290
The results from the field studies suggested that the oxygen level was a key
parameter in effecting corrosion control at potentials less negative than - 850 mV
. Key factors in controlling the oxygen level were the moisture content and
physical ...
The results from the field studies suggested that the oxygen level was a key
parameter in effecting corrosion control at potentials less negative than - 850 mV
. Key factors in controlling the oxygen level were the moisture content and
physical ...
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allowable analysis applied approach approximately assessment associated axial bending bottom buckling calculated coating compressive concrete considered construction corrosion cost criteria critical curvature curve defects deformation depth described determined diameter direction displacement distribution effect element Engineering equation factors failure field Figure flow force function given ground important increase indicated initial inspection installation integrity internal joint laying length limit load material maximum means measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specimen steel strain strength stress structural surface Table Technology temperature tension tests thickness values wall wave weld