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 384
M could have been replaced with Demec gage results . The effect would be to have a somewhat more consistent set of data . was not as uniformly located with respect to the mid - length of the pipe . P - 6. - MOMENT CURVATURE ...
M could have been replaced with Demec gage results . The effect would be to have a somewhat more consistent set of data . was not as uniformly located with respect to the mid - length of the pipe . P - 6. - MOMENT CURVATURE ...
Page 385
Global Curvature for HGA12W SP 200 DGA12W Moment ( kN.m ) > 100 UGA 12W AGA 12W Fig . 15 - Average Local Moment vs. Local Curvature at Buckled Segment for 12 Inch Pipes in a manner similar to the curvature measures and is not a proper ...
Global Curvature for HGA12W SP 200 DGA12W Moment ( kN.m ) > 100 UGA 12W AGA 12W Fig . 15 - Average Local Moment vs. Local Curvature at Buckled Segment for 12 Inch Pipes in a manner similar to the curvature measures and is not a proper ...
Page 501
3 shows a photograph taken during Test 2 . oscillatory curvature at this high mean curvature were employed ( simulating movement of the pipe over the rollers on the stinger ) . The curvature was then reduced to zero and reverse bending ...
3 shows a photograph taken during Test 2 . oscillatory curvature at this high mean curvature were employed ( simulating movement of the pipe over the rollers on the stinger ) . The curvature was then reduced to zero and reverse bending ...
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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