Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1993 - Arctic regions |
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Page 212
A low level assessment would be applied with basic material specifications , simplified corrosion geometry and large margins of safety . Higher level assessment would require greater detail of the corrosion damage , possibly through the ...
A low level assessment would be applied with basic material specifications , simplified corrosion geometry and large margins of safety . Higher level assessment would require greater detail of the corrosion damage , possibly through the ...
Page 213
( c ) Corrosion pits lying along a spiral experience strengthening effects due to pipe curvature and should not be projected to a longitudinal plane ; failure will occur in the ligament of the deepest pit as a longitudinal crack through ...
( c ) Corrosion pits lying along a spiral experience strengthening effects due to pipe curvature and should not be projected to a longitudinal plane ; failure will occur in the ligament of the deepest pit as a longitudinal crack through ...
Page 345
Sulphide stress corrosion of some medium alloy and low alloy steels " . Corrosion 23 154 ( 1967 ) Certain fractographical features , including the small fissures perpendicular to the crack growth direction , appeared to be oriented ...
Sulphide stress corrosion of some medium alloy and low alloy steels " . Corrosion 23 154 ( 1967 ) Certain fractographical features , including the small fissures perpendicular to the crack growth direction , appeared to be oriented ...
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Contents
OFFSHORE | 1 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 28 |
OFFSHORE TECHNOLOGY | 98 |
Copyright | |
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additional allowable analysis applied approach areas assessment assumed axial bending buckle calculated carried coating compression concrete configuration considered construction corrosion cost crack criteria curvature deformation depth determined developed diameter direction displacement distribution effect Engineering equations expected experiments factor failure field Figure flow force free spans increase induced initial installation integrity interaction internal joint laying length limit load longitudinal lowering material maximum measured mechanical method movement observed obtained occur offshore operating parameters performed pile pipe pipeline pits position predicted present pressure range reduced reference relative resistance respectively response scour seabed shear shown shows significant simulation soil solution specimens stability steel stiffness strain strength stress structural subjected surface Table Technology temperature term thickness values wall wave yield