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 18
... temperature is sensibly constant through its thickness and the core temperature can be monitored by measuring the surface temperatures . For a laminated GRP partition however this is not so and a considerable temperature difference ...
... temperature is sensibly constant through its thickness and the core temperature can be monitored by measuring the surface temperatures . For a laminated GRP partition however this is not so and a considerable temperature difference ...
Page 139
... temperatures . Temperature ratings as published in Table 302.2 of API 6A ( 16th Edition ) are : Operating Range Degrees Farenheit ( ° F ) Min . Temperature Classification Max . -75 to 180 -50 to 180 -20 to 180 Room Temperature 0 to 150 ...
... temperatures . Temperature ratings as published in Table 302.2 of API 6A ( 16th Edition ) are : Operating Range Degrees Farenheit ( ° F ) Min . Temperature Classification Max . -75 to 180 -50 to 180 -20 to 180 Room Temperature 0 to 150 ...
Page 162
... Temperature Limitations The use of elastomeric seals in high temperature sealing applications poses certain problems . The modulus of an elastomeric material is significantly reduced at elevated temperatures . Figure 1 illustrates a ...
... Temperature Limitations The use of elastomeric seals in high temperature sealing applications poses certain problems . The modulus of an elastomeric material is significantly reduced at elevated temperatures . Figure 1 illustrates a ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate 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 position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld