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 377
Weids were fabricated in 1000mm outside diameter tubulars representing the worst cases of alignment and root gap likely to occur in practice . Fatigue testing of specimens extracted from these joints showed a performance consistent with ...
Weids were fabricated in 1000mm outside diameter tubulars representing the worst cases of alignment and root gap likely to occur in practice . Fatigue testing of specimens extracted from these joints showed a performance consistent with ...
Page 378
King and Foroughi ( 1987 ) assumed that Class F2 was appropriate for a perfectly aligned closure weld with a sound root . They used fracture mechanics methods to assess the effects of misalignment , lack of root penetration or ...
King and Foroughi ( 1987 ) assumed that Class F2 was appropriate for a perfectly aligned closure weld with a sound root . They used fracture mechanics methods to assess the effects of misalignment , lack of root penetration or ...
Page 380
6 ) were disregarded , the results came close to a classification of E. However , some of these defects , especially small root defects , were not detected by the fabricator's inspection . Thus , it is possible that similar defects ...
6 ) were disregarded , the results came close to a classification of E. However , some of these defects , especially small root defects , were not detected by the fabricator's inspection . Thus , it is possible that similar defects ...
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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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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