Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 52
Page 23
... structure . Mn content in the the accumulative frequency of hardened structure . The frequency of the Mn content over 2.1 % apparently decreases by reducing carbon The frequency in Steel B of content of Steel B. 0.04 % C - 1.35 % Mn is ...
... structure . Mn content in the the accumulative frequency of hardened structure . The frequency of the Mn content over 2.1 % apparently decreases by reducing carbon The frequency in Steel B of content of Steel B. 0.04 % C - 1.35 % Mn is ...
Page 35
... structure . For typically used steels and higher diameter - to - thickness ratios ( D / t ) , bending is limited by a bi- furcation type of instability ; for lower D / t values the structures exhibit limit load type of instabilities ...
... structure . For typically used steels and higher diameter - to - thickness ratios ( D / t ) , bending is limited by a bi- furcation type of instability ; for lower D / t values the structures exhibit limit load type of instabilities ...
Page 94
... structure . In order to minimize the scour underneath the structure the seabed area was rein- forced by dumping rocks in sizes 20 cm ( 8 inch . ) . However , they have in operation proven to be unstable and is causing backfilling on top ...
... structure . In order to minimize the scour underneath the structure the seabed area was rein- forced by dumping rocks in sizes 20 cm ( 8 inch . ) . However , they have in operation proven to be unstable and is causing backfilling on top ...
Other editions - View all
Common terms and phrases
addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld