Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 35
... bending to the line in the presence of exter- nal pressure . These combined loads can lead to catastrophic collapse of the structure . For typically used steels and higher diameter - to - thickness ratios ( D / t ) , bending is limited ...
... bending to the line in the presence of exter- nal pressure . These combined loads can lead to catastrophic collapse of the structure . For typically used steels and higher diameter - to - thickness ratios ( D / t ) , bending is limited ...
Page 40
... Bending and Pressure Load " , Ocean Engineering , Vol . 3 , pp . 295-330 . Gellin , S. , 1980 , " The Plastic Buckling of Long Cylindrical Shells Under Pure Bending " , Int'l J. Solids and Structures , Vol . 16 , pp . 397-407 . Hill , R ...
... Bending and Pressure Load " , Ocean Engineering , Vol . 3 , pp . 295-330 . Gellin , S. , 1980 , " The Plastic Buckling of Long Cylindrical Shells Under Pure Bending " , Int'l J. Solids and Structures , Vol . 16 , pp . 397-407 . Hill , R ...
Page 175
... bending moment within the critical pipeline section or an intensivity of maxi- mum bending strain can be taken as a reliabi- lity index . According to Bolotin / 1 / two methods for determining the reliability function can be used ...
... bending moment within the critical pipeline section or an intensivity of maxi- mum bending strain can be taken as a reliabi- lity index . According to Bolotin / 1 / two methods for determining the reliability function can be used ...
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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