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 395
The adopted dimensionless curvature and moment are the ratio between their
actual value and the corresponding elastic limit : - dimensionless bending
moment = M / ( trotf . , ) - dimensionless curvature = 0 / ( f / Er ) where M is the
moment ...
The adopted dimensionless curvature and moment are the ratio between their
actual value and the corresponding elastic limit : - dimensionless bending
moment = M / ( trotf . , ) - dimensionless curvature = 0 / ( f / Er ) where M is the
moment ...
Page 431
BENDING. Segen F . Estefen and Ana P . F . Souza COPPE , Ocean Engineering
Department Federal University of Rio de Janeiro Rio de Janeiro - RJ Brazil
Teresinha M . J . Alves Cenpes Petrobrás S . A . Rio de Janeiro - RJ Brazil
TABLE 1 ...
BENDING. Segen F . Estefen and Ana P . F . Souza COPPE , Ocean Engineering
Department Federal University of Rio de Janeiro Rio de Janeiro - RJ Brazil
Teresinha M . J . Alves Cenpes Petrobrás S . A . Rio de Janeiro - RJ Brazil
TABLE 1 ...
Page 517
24 + 06 Rotation - Bending moment — le + 06 800000 600000 Roll angle (
degrees ) Moment [ Nm ] 40XXXX ) This part ( M = 0Nm ) has not been bent over
the stinger 200000 O E . . . . . . . . . . . . . . . . - 200000 - 400000 0 1600 1800 2000
2000 ...
24 + 06 Rotation - Bending moment — le + 06 800000 600000 Roll angle (
degrees ) Moment [ Nm ] 40XXXX ) This part ( M = 0Nm ) has not been bent over
the stinger 200000 O E . . . . . . . . . . . . . . . . - 200000 - 400000 0 1600 1800 2000
2000 ...
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allowable analysis applied approach approximately assessment associated axial bending bottom buckling calculated coating compressive concrete considered construction corrosion cost criteria critical curvature curve defects deformation depth described determined diameter direction displacement distribution effect element Engineering equation factors failure field Figure flow force function given ground important increase indicated initial inspection installation integrity internal joint laying length limit load material maximum means 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 specimen steel strain strength stress structural surface Table Technology temperature tension tests thickness values wall wave weld
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, 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, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813118, 9780791813119 |
| Export Citation | BiBTeX EndNote RefMan |