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 20
Page 99
... internal pressure is studied . Good agree- ment is found between analytical model and finite element results for all the main deformation and stress quantities including cable stresses . NOMENCLATURE cross - sectional area AEGLLM ...
... internal pressure is studied . Good agree- ment is found between analytical model and finite element results for all the main deformation and stress quantities including cable stresses . NOMENCLATURE cross - sectional area AEGLLM ...
Page 101
... internal and external work , the following equilibrium equations , expressed in compact form , are written for thin isotropic and orthotropic layers , respectively , as [ K ' ] { { d } Ar'IR'S [ K ° ] { { d } ] Ar ° IR ° ( 11 ) = { P } ...
... internal and external work , the following equilibrium equations , expressed in compact form , are written for thin isotropic and orthotropic layers , respectively , as [ K ' ] { { d } Ar'IR'S [ K ° ] { { d } ] Ar ° IR ° ( 11 ) = { P } ...
Page 105
... internal pressure r = member number ( 1 - n ) r = mean radius of pipe m THEORY Stresses in a pipeline are mainly due to internal pressure , thermal expansion , and dead weight [ 2 ] . Internal Pressure From the theory of thin ...
... internal pressure r = member number ( 1 - n ) r = mean radius of pipe m THEORY Stresses in a pipeline are mainly due to internal pressure , thermal expansion , and dead weight [ 2 ] . Internal Pressure From the theory of thin ...
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