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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Results 1-3 of 54
Page 373
The results in 3.5 % NaCl solution environment are within the scatter of those in air which indicates that 3.5 % NaCl solution has little influence ... Thus from the output of strain directly indicated by ODG , the depth is obtained .
The results in 3.5 % NaCl solution environment are within the scatter of those in air which indicates that 3.5 % NaCl solution has little influence ... Thus from the output of strain directly indicated by ODG , the depth is obtained .
Page 597
The results also indicated that the use of glass fibre reinforcement as an inter - mediate layer between the pipe and the coating improves the fire resistance . Table 3 . The lay - out and thicknesses of the tested coatings .
The results also indicated that the use of glass fibre reinforcement as an inter - mediate layer between the pipe and the coating improves the fire resistance . Table 3 . The lay - out and thicknesses of the tested coatings .
Page 599
The cost reduction is mainly due to easier handling , no need for hot work and faster installation . An evaluation of the fire water system in Module 15 of Gulllaks C indicated that the material cost was about 40 % lower for GRP ...
The cost reduction is mainly due to easier handling , no need for hot work and faster installation . An evaluation of the fire water system in Module 15 of Gulllaks C indicated that the material cost was about 40 % lower for GRP ...
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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