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 126
The corrosion specimens were finished with No. 320 emery paper and their test surfaces activated by pickling in a 50 % sulfuric - acid aqueous solution . AC impedance was measured at a potential 5m V nobler than the corrosion potential ...
The corrosion specimens were finished with No. 320 emery paper and their test surfaces activated by pickling in a 50 % sulfuric - acid aqueous solution . AC impedance was measured at a potential 5m V nobler than the corrosion potential ...
Page 384
10 - Post - Wrinkling Configurations of Specimens DGA20W , HGA20W , UGA20W - 1 AND UGA20W - 2 VD Pi Ob HD Ho - 5.4 - General Comment on Specimen Deformations The three specimens of 324 mm ( 12.75 in . ) ...
10 - Post - Wrinkling Configurations of Specimens DGA20W , HGA20W , UGA20W - 1 AND UGA20W - 2 VD Pi Ob HD Ho - 5.4 - General Comment on Specimen Deformations The three specimens of 324 mm ( 12.75 in . ) ...
Page 385
Comparison between the global moment - curvature relationships for the 12 inch pipe specimens , presented in Fig . ... points coincide with the limit points of the curves and become independent of the overall specimen lengths .
Comparison between the global moment - curvature relationships for the 12 inch pipe specimens , presented in Fig . ... points coincide with the limit points of the curves and become independent of the overall specimen lengths .
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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