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 34
... developed . A stern or bow laying system should be equally suitable , though the former would be preferred for pipe laying work . For pipe laying operations , the pipe can be allowed to fill with water so that the string has negative ...
... developed . A stern or bow laying system should be equally suitable , though the former would be preferred for pipe laying work . For pipe laying operations , the pipe can be allowed to fill with water so that the string has negative ...
Page 85
... developed at these strength ranges , none have been developed for specific use in arctic offshore structures . This paper presents the results of the mix design development for all three concretes . Salient properties of fresh concrete ...
... developed at these strength ranges , none have been developed for specific use in arctic offshore structures . This paper presents the results of the mix design development for all three concretes . Salient properties of fresh concrete ...
Page 145
... developed guidelines for the classi- fication of elastomers in oilfield applications where oil and gas contact is involved . These have been developed primarily for sealing applications but could readily be applied also to flexible pipe ...
... developed guidelines for the classi- fication of elastomers in oilfield applications where oil and gas contact is involved . These have been developed primarily for sealing applications but could readily be applied also to flexible pipe ...
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