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 330
Strain gauges were used to record strain and an extensometer attached so that joint extension at failure could be found . ... These are Taper - Taper adhesive joints , Taper - Taper adhesive coupling and Key - Lock mechanical joints .
Strain gauges were used to record strain and an extensometer attached so that joint extension at failure could be found . ... These are Taper - Taper adhesive joints , Taper - Taper adhesive coupling and Key - Lock mechanical joints .
Page 332
decided that for future tests an extensometer would be used to measure joint extension . Specimen P05 / 1 behaved in the same manner as POS / 2 . Failure occurred at a load of approximately 192 kN , slightly higher than for PO5 / 2 .
decided that for future tests an extensometer would be used to measure joint extension . Specimen P05 / 1 behaved in the same manner as POS / 2 . Failure occurred at a load of approximately 192 kN , slightly higher than for PO5 / 2 .
Page 527
The cranes are of a design with counter - rotating arms , the effect being that the pipe joints remain parallel to the ... From these stations , pipes will be transferred either to one of the six storage holds or on the double joint pre ...
The cranes are of a design with counter - rotating arms , the effect being that the pipe joints remain parallel to the ... From these stations , pipes will be transferred either to one of the six storage holds or on the double joint pre ...
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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