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 434
In this area , the wall of the braces meets the wall of the chord as a tangent . Due to access for welding , the wall of the braces will be cut back away from the saddle area . In order to further investigate the effect of the weld cut ...
In this area , the wall of the braces meets the wall of the chord as a tangent . Due to access for welding , the wall of the braces will be cut back away from the saddle area . In order to further investigate the effect of the weld cut ...
Page 570
Testing of 2 inch pipes with different wall thicknesses showed an almost linear increase in failure height with increasing wall thickness . Testing of pipes with different diameters and constant wall thickness indicated that the failure ...
Testing of 2 inch pipes with different wall thicknesses showed an almost linear increase in failure height with increasing wall thickness . Testing of pipes with different diameters and constant wall thickness indicated that the failure ...
Page 599
CONCLUSIONS The temperature - profile through the pipe wall is of great interest because the structural behaviour of the pipe is temperature dependent . In figure 9 and 10 the temperature profiles after 5 and 10 minutes , respectively ...
CONCLUSIONS The temperature - profile through the pipe wall is of great interest because the structural behaviour of the pipe is temperature dependent . In figure 9 and 10 the temperature profiles after 5 and 10 minutes , respectively ...
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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 |