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
A net protective ( cathodic ) current from the electrolyte into the structure's surface , as measured by an earth ... from the reliance upon indirect measurements of the cathodic potential or potential change associated with a cathodic ...
A net protective ( cathodic ) current from the electrolyte into the structure's surface , as measured by an earth ... from the reliance upon indirect measurements of the cathodic potential or potential change associated with a cathodic ...
Page 501
were measured . Four point bending was applied in the horizontal plane with the pipe weight supported from cranes . Fig . 3 shows a photograph taken during Test 2 . oscillatory curvature at this high mean curvature were employed ...
were measured . Four point bending was applied in the horizontal plane with the pipe weight supported from cranes . Fig . 3 shows a photograph taken during Test 2 . oscillatory curvature at this high mean curvature were employed ...
Page 503
The stress - strain curves used for the the steel are calculated from the measured moment - curvature curves in the field joints ( Fig.5.a. ) . Fig . 7 shows moment - strain curves at a number of sections for the initial loading of Test ...
The stress - strain curves used for the the steel are calculated from the measured moment - curvature curves in the field joints ( Fig.5.a. ) . Fig . 7 shows moment - strain curves at a number of sections for the initial loading of Test ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean 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 specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld