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 570
... pipe will have to be replaced , but where the functioning of the pipe system can be maintained until the damaged section is replaced . This means for example that a limited leakage or weeping can be accepted in this period . There will ...
... pipe will have to be replaced , but where the functioning of the pipe system can be maintained until the damaged section is replaced . This means for example that a limited leakage or weeping can be accepted in this period . There will ...
Page 572
... pipe no . 1 tested in the empty condition with a support distance of 4m . v = leakage at 30 bar Impactor : Diameter ... pipe was impacted both waterfilled ( 10 bars ) and empty . 80 % of the pipe circumference was cut Serious damage at ...
... pipe no . 1 tested in the empty condition with a support distance of 4m . v = leakage at 30 bar Impactor : Diameter ... pipe was impacted both waterfilled ( 10 bars ) and empty . 80 % of the pipe circumference was cut Serious damage at ...
Page 598
... pipe exposed to different types of fire loading . The temperature gradient through the thickness of unprotected GRP pipes as well as GRP pipes insulated with organic or inorganic coatings can be simulated . We have treated this as a ...
... pipe exposed to different types of fire loading . The temperature gradient through the thickness of unprotected GRP pipes as well as GRP pipes insulated with organic or inorganic coatings can be simulated . We have treated this as 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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Common terms and phrases
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