Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 19
An optimised stressed - skin steel construction was used for the design giving a final “ as - built " dry weight of 2001.6 Te excluding the helideck . The total cost inclusive of procurement and construction for all disciplines was re ...
An optimised stressed - skin steel construction was used for the design giving a final “ as - built " dry weight of 2001.6 Te excluding the helideck . The total cost inclusive of procurement and construction for all disciplines was re ...
Page 85
Measured fresh unit weights of these concretes ranged from 113.8 to 126.5 pcf . while there have been other ... are often challenged by the need to provide maximum structural strength and ductility at minimum structural self - weight ...
Measured fresh unit weights of these concretes ranged from 113.8 to 126.5 pcf . while there have been other ... are often challenged by the need to provide maximum structural strength and ductility at minimum structural self - weight ...
Page 95
Change in Weight with Number of Cycles for the different concentrations of 5 % , 10 % and 25 % sulphates solutions . The 5 % and 10 % solutions indicate that there is an initial decrease in weight up to about 0.5 % and 1 % respectively ...
Change in Weight with Number of Cycles for the different concentrations of 5 % , 10 % and 25 % sulphates solutions . The 5 % and 10 % solutions indicate that there is an initial decrease in weight up to about 0.5 % and 1 % respectively ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
37 other sections not shown
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld