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 364
... indicated by a single element strain gauge centred 15mm from the weld toe , see Figure 2 . Data from UKORSP for identical specimens in BS4360 Grade 50D steel are plotted for comparison . Best fit mean lines derived by linear regression ...
... indicated by a single element strain gauge centred 15mm from the weld toe , see Figure 2 . Data from UKORSP for identical specimens in BS4360 Grade 50D steel are plotted for comparison . Best fit mean lines derived by linear regression ...
Page 597
... indicated by NPD ( Norwegian Petroleum Directorate ) : Pipes in the empty and stagnant water condition shall be able to resist a fire for 5 minutes before the water starts to flow inside the pipes . The whole assembly shall then remain ...
... indicated by NPD ( Norwegian Petroleum Directorate ) : Pipes in the empty and stagnant water condition shall be able to resist a fire for 5 minutes before the water starts to flow inside the pipes . The whole assembly shall then remain ...
Page 599
... indicated that the material cost was about 40 % lower for GRP compared to high alloyed stainless steel . Generally , it seems like that GRP competes favourably in material cost as long as the number of fittings is lower than the number ...
... indicated that the material cost was about 40 % lower for GRP compared to high alloyed stainless steel . Generally , it seems like that GRP competes favourably in material cost as long as the number of fittings is lower than the number ...
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