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 407
The reduced magnitude of the endurance limit , Ser which takes interwire contact and fretting plus surface conditions and size effects , etc. , into account may be defined ( Knapp ...
The reduced magnitude of the endurance limit , Ser which takes interwire contact and fretting plus surface conditions and size effects , etc. , into account may be defined ( Knapp ...
Page 426
Yu X.B. , " The Experimental Limit Analysis of Steel Mode of Tubular K - joints of Offshore Platforms , " Bachelor thesis , June 1988 , Dept. of Naval Architecture and Ocean Engineering , Shanghai Jiao Tong University , Shanghai , China ...
Yu X.B. , " The Experimental Limit Analysis of Steel Mode of Tubular K - joints of Offshore Platforms , " Bachelor thesis , June 1988 , Dept. of Naval Architecture and Ocean Engineering , Shanghai Jiao Tong University , Shanghai , China ...
Page 454
All data irrespective of validity limits except for ß > 0.98 . 2. Axial at Chord Crown . All data irrespective of validity limits . The steel SCF database used for this study was compiled as part of the recent Fatigue Managed Programme ...
All data irrespective of validity limits except for ß > 0.98 . 2. Axial at Chord Crown . All data irrespective of validity limits . The steel SCF database used for this study was compiled as part of the recent Fatigue Managed Programme ...
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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