Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
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Page 74
Structural Model 1000 m 1000 m 40 Diameter Band 888 Landalide Displacement
= 0 . 01 m 0 . 1 m Incidenco Angle = 10 40 Diamotor Bond Plan vier 1000 m 600
m Landalido midth : 200 m 400 m 7 Diameter Bond 7 Diamotor Bend 800 m ...
Structural Model 1000 m 1000 m 40 Diameter Band 888 Landalide Displacement
= 0 . 01 m 0 . 1 m Incidenco Angle = 10 40 Diamotor Bond Plan vier 1000 m 600
m Landalido midth : 200 m 400 m 7 Diameter Bond 7 Diamotor Bend 800 m ...
Page 75
Landslide Displacement = 0 . 1 m Bonding Moment 7000 • 40° . 70° 5000 3000
1000 [ kNm ] - 1000 3000 + Landslide Displacement = 1 . 0 m . . . Axial Forco
5000 230 250 270 290 310 Nodo 330 350 370 200 270 280 290 300 310 320
330 ...
Landslide Displacement = 0 . 1 m Bonding Moment 7000 • 40° . 70° 5000 3000
1000 [ kNm ] - 1000 3000 + Landslide Displacement = 1 . 0 m . . . Axial Forco
5000 230 250 270 290 310 Nodo 330 350 370 200 270 280 290 300 310 320
330 ...
Page 76
12000 Landslide Displacement = 0 . 01 m Equivalent Stress 10000 Landslide
Displacement = 0 . 1 m Axial Force 8000 6000 MPa ) Base Case LV 4000 2000
20 - 2000 200 mV 400 m 10° 230 250 270 280 310 Node 330 350 370 4000 150
...
12000 Landslide Displacement = 0 . 01 m Equivalent Stress 10000 Landslide
Displacement = 0 . 1 m Axial Force 8000 6000 MPa ) Base Case LV 4000 2000
20 - 2000 200 mV 400 m 10° 230 250 270 280 310 Node 330 350 370 4000 150
...
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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 |