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 52
The fracture model described in Equation ( 15 ) accounts for failure by both plastic collapse and by unstable fracture . The limit state can , however , be up in terms of plastic collapse alone , using the appropriate solutions for ...
The fracture model described in Equation ( 15 ) accounts for failure by both plastic collapse and by unstable fracture . The limit state can , however , be up in terms of plastic collapse alone , using the appropriate solutions for ...
Page 99
Simplified analytical techniques for determining limit loads for flexible pipes are developed in [ 5,6 ] and finite element analyses are described in [ 7,8 ] . Finite element modelling usually necessitates the use of three - dimensional ...
Simplified analytical techniques for determining limit loads for flexible pipes are developed in [ 5,6 ] and finite element analyses are described in [ 7,8 ] . Finite element modelling usually necessitates the use of three - dimensional ...
Page 122
( 1989 ) , described in more detail later , a pipe was subjected to a number of oscillations followed by displacement to break - out . The following model was developed to correlate the total break - out soil resistance , FH to the ...
( 1989 ) , described in more detail later , a pipe was subjected to a number of oscillations followed by displacement to break - out . The following model was developed to correlate the total break - out soil resistance , FH to the ...
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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 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 ratio 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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |