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 594
COST AND WEIGHT COMPARISON water velocity and hence anticipated later corrosion / erosion problems . The two alternatives , GRP vinylester and high molybdenum alloyed stainless steel were compared . The cost saving for this limited ...
COST AND WEIGHT COMPARISON water velocity and hence anticipated later corrosion / erosion problems . The two alternatives , GRP vinylester and high molybdenum alloyed stainless steel were compared . The cost saving for this limited ...
Page 595
The graph shows the weight comparison between empty GRP , high Mo stainless steel and titanium pipes , including straight pipes and fittings for each diameter in M15 .. 167 100 [ igure 4. The graph shows the cost. Table 2 .
The graph shows the weight comparison between empty GRP , high Mo stainless steel and titanium pipes , including straight pipes and fittings for each diameter in M15 .. 167 100 [ igure 4. The graph shows the cost. Table 2 .
Page 596
Similarly cost comparison between the three materials has been made for this specific system based on item prices obtained from suppliers . The comparison is based on purchase of a small quantity of pipes and fittings .
Similarly cost comparison between the three materials has been made for this specific system based on item prices obtained from suppliers . The comparison is based on purchase of a small quantity of pipes and fittings .
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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