Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3 |
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Page 597
1 0,9 214 ° C 303 ° C 370 ° C This indicates that for offshore sea water pipe systems normally maintained in this condition , GRP might be used without particular fire protection . Non - critical , sea water pipe systems are today ...
1 0,9 214 ° C 303 ° C 370 ° C This indicates that for offshore sea water pipe systems normally maintained in this condition , GRP might be used without particular fire protection . Non - critical , sea water pipe systems are today ...
Page 599
In these cost and weight comparisons fire protection of GRP pipes is not included . 400 200 0+ 25 30 35 40 Radius ( mm ) Figure 9. The graph shows the calculated temperature distribution through the 12 mm insulation and the 4.5 mm thick ...
In these cost and weight comparisons fire protection of GRP pipes is not included . 400 200 0+ 25 30 35 40 Radius ( mm ) Figure 9. The graph shows the calculated temperature distribution through the 12 mm insulation and the 4.5 mm thick ...
Page 603
The composite solution needed to be cost competitive with other products offering the same or similar protection . Whilst composites offer other benefits which are not available with metallic structures , initial cost is still important ...
The composite solution needed to be cost competitive with other products offering the same or similar protection . Whilst composites offer other benefits which are not available with metallic structures , initial cost is still important ...
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Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
20 other sections not shown
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Common terms and phrases
analysis applied assessment attachment axial axial load Basic bending brace calculated carried chord compared comparison composite considered constant crack depth crack growth curve cycles defect dependence determined diameter distribution Energy Engineering equation experimental failure fatigue strength Figure finite element fire force fracture mechanics function geometry given impact improved included increasing indicated initiation integration International layer length limit load material mean measured method obtained offshore offshore structures parameters performance pipe plastic plate plate thickness predictions present pressure problem procedure propagation protection ratio reference respectively root seawater shown shows solutions specimens steel strain stress concentration stress intensity factor stress range structures surface surface crack Table temperature tension thickness effect tubular joints values wall weight weld toe
Bibliographic information
| Title | Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3 Part 2 of Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering - 1991. Vol. 3, Materials engineering |
| Editor | Mamdouh M. Salama |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791807207, 9780791807200 |
| Length | 323 pages |
| Export Citation | BiBTeX EndNote RefMan |