Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 166
where B and D stands for the scour width and depth respectively ( 7 ) the figures 6 , 7 , and 8 that the pipe displacements increase as the scour width increases . However , the maximum pipe stresses do not follow the same trend .
where B and D stands for the scour width and depth respectively ( 7 ) the figures 6 , 7 , and 8 that the pipe displacements increase as the scour width increases . However , the maximum pipe stresses do not follow the same trend .
Page 167
where Y denotes the angle between the ice scour track and the pipe axis and w stands for the scour width . approach that was based on some small scale centrifuge tests conducted with a 15 degree rectangular indentor .
where Y denotes the angle between the ice scour track and the pipe axis and w stands for the scour width . approach that was based on some small scale centrifuge tests conducted with a 15 degree rectangular indentor .
Page 168
remain somewhat constant up to a diameter of 30 inch and then decline for larger pipes . This trend can be beneficial in the design of large ... The Winkler models tend to predict increasing stresses for increasing pipe diameters .
remain somewhat constant up to a diameter of 30 inch and then decline for larger pipes . This trend can be beneficial in the design of large ... The Winkler models tend to predict increasing stresses for increasing pipe diameters .
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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amplitude analysis applied approach ASME blade body bottom boundary breaking breakwater calculated coefficient compared computed connection considered Copyright density depth direction displacement distribution effect element elevation energy Engineering equation estimated experimental experiments factor failure Figure floating flow fluid force foundation frequency function given grout increase installed International length limited linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pipe position potential predicted present pressure problem ratio REFERENCES relative Research respectively response risk rotor scale scour shown shows significant simulation solution speed standard stress structure submerged surface Table Technology theory unit University velocity vertical wave wave height wind turbine
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2007 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791842711, 9780791842713 |
| Export Citation | BiBTeX EndNote RefMan |