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 3Mamdouh M. Salama American Society of Mechanical Engineers, 1991 - 323 pages |
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Page 363
... steel , or similar , with a yield strength of approximately 350N / mm2 . Recent steel pro- cessing advances have resulted in the greater avail- ability of weldable high strength steels intended for structural applications . A broad ...
... steel , or similar , with a yield strength of approximately 350N / mm2 . Recent steel pro- cessing advances have resulted in the greater avail- ability of weldable high strength steels intended for structural applications . A broad ...
Page 365
... steels were similar to those of BS4360 Grade 50D structural steel joints , and compared favour- ably with the Class F mean and design curves fac- tored for thickness . 2. Under simulated North Sea environmental conditions the fatigue ...
... steels were similar to those of BS4360 Grade 50D structural steel joints , and compared favour- ably with the Class F mean and design curves fac- tored for thickness . 2. Under simulated North Sea environmental conditions the fatigue ...
Page 594
... steel was 1.1 for GRP , 1.55 for stainless steel , approx . 1.8 for Cu / Ni 90/10 and 3.7 for high molybdenum alloyed steel . This study which included the fire water system on a SEPF platform of Elf Aquitaine in Congo was based on a ...
... steel was 1.1 for GRP , 1.55 for stainless steel , approx . 1.8 for Cu / Ni 90/10 and 3.7 for high molybdenum alloyed steel . This study which included the fire water system on a SEPF platform of Elf Aquitaine in Congo was based on a ...
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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A36 steel as-welded joints assessment Basic behaviour bending brace calculated cathodic protection chord comparison composite computed corrosion fatigue crack depth crack front crack growth rate crack initiation crack length crack propagation crack tip cruciform joints defect diameter Dover failure fatigue crack growth fatigue life predictions fatigue strength fatigue test Figure finite element finite element analysis fracture mechanics geometry impact improved increasing integration layer method Nominal Stress number of cycles Offshore Mechanics offshore structures OMAE parameters parametric equations performed plastic plate thickness procedure ratio residual stress root S-N curves saddle seawater short cracks shown SIF solutions specimens strain strain gauge strand stress concentration stress concentration factors stress distribution stress intensity factor stress range surface crack T-joints Table technique Tee joints temperature tendon tensile tension tubular joints values variable amplitude Volume III-B weight function weld profile weld toe Welded Joints weldments wire