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 344
The joints with simultaneous initiation of cracks in the weld and at the toe can be identified from Table 2 , where the nun : bers of cracks initiated at these two locations are given separately .
The joints with simultaneous initiation of cracks in the weld and at the toe can be identified from Table 2 , where the nun : bers of cracks initiated at these two locations are given separately .
Page 479
The maximum brace and chord storm stresses , incorporating both the axial and bending components , for the two defect locations are given in Table 5 . Circumferential position Total fatigue damage due to brace stresses Total fatigue ...
The maximum brace and chord storm stresses , incorporating both the axial and bending components , for the two defect locations are given in Table 5 . Circumferential position Total fatigue damage due to brace stresses Total fatigue ...
Page 484
Pure bending residual stress Pure axial residual stress Fatigue crack growth rate data Final defect sizes ( mm ) Remaining fatigue life ( years ) The results of the calculations of fatigue crack growth in the chord ( see Table 6 ) and ...
Pure bending residual stress Pure axial residual stress Fatigue crack growth rate data Final defect sizes ( mm ) Remaining fatigue life ( years ) The results of the calculations of fatigue crack growth in the chord ( see Table 6 ) and ...
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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 | |
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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 |