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 148
... measured at 20 ° C the letter ' H ' is appended to ' CS ' to signify measurement at High temperature . eg CSH40 4.3 Volume changes in Fluids ( Swelling Behaviour ) A change in volume in elastomeric seal materials will usually occur when ...
... measured at 20 ° C the letter ' H ' is appended to ' CS ' to signify measurement at High temperature . eg CSH40 4.3 Volume changes in Fluids ( Swelling Behaviour ) A change in volume in elastomeric seal materials will usually occur when ...
Page 210
... measured by strain gauges attached 300 mm from the brace end and spaced 90 degrees around the brace circumference . No global bending of the braces was observed . In general measured stresses were within the range 1.0-1.1 of the nominal ...
... measured by strain gauges attached 300 mm from the brace end and spaced 90 degrees around the brace circumference . No global bending of the braces was observed . In general measured stresses were within the range 1.0-1.1 of the nominal ...
Page 212
... measured by the ECSC method . With external gussets at the brace / column inter- section , negligible local bending was measured . Measured SNCF was 2.1 . A At internal stiffener ends , the stress enhance- ment was primarily caused by ...
... measured by the ECSC method . With external gussets at the brace / column inter- section , negligible local bending was measured . Measured SNCF was 2.1 . A At internal stiffener ends , the stress enhance- ment was primarily caused by ...
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