Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 115
Once the heat was removed , the glue hardened again and secured the pipeline array to the inside bottom surface of the pipeline . The two channel sections were then carefully removed . Slave Centre Master Figure 2 - Typical Pipeline ...
Once the heat was removed , the glue hardened again and secured the pipeline array to the inside bottom surface of the pipeline . The two channel sections were then carefully removed . Slave Centre Master Figure 2 - Typical Pipeline ...
Page 116
The cables were held taut using a jacking mechanism . Sand was manually placed in the tank in 100mm lifts . After two passes with a manual tamper , four passes over the soil surface were made with a vibratory ...
The cables were held taut using a jacking mechanism . Sand was manually placed in the tank in 100mm lifts . After two passes with a manual tamper , four passes over the soil surface were made with a vibratory ...
Page 158
To achieve this purpose , the penetration of the weld metal and depth of HAZ , the inside surface temperature and the hardness of welds under various welding conditions were investigated . Different plate thicknesses , different welding ...
To achieve this purpose , the penetration of the weld metal and depth of HAZ , the inside surface temperature and the hardness of welds under various welding conditions were investigated . Different plate thicknesses , different welding ...
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Contents
PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |
DESIGN OF PIPELINES AND RISERS | 5 |
OMAE99PIPE5019 | 21 |
Copyright | |
22 other sections not shown
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Common terms and phrases
acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4 |
| 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, 1999 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |