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 2
... internal and external liners ( see Fig.1 ) to assure pressure - tightness . The micro - cracking in the matrix also reduces the transverse and shear characteristics of each layer of composite . Since such micro - cracking cannot be ...
... internal and external liners ( see Fig.1 ) to assure pressure - tightness . The micro - cracking in the matrix also reduces the transverse and shear characteristics of each layer of composite . Since such micro - cracking cannot be ...
Page 30
... internal pressure at bottom of pipe . Max . operating tension Max . internal pressure 1,300 psi Condition 2 - Bubble has displaced mud from the pipe at a depth of 3000 ft . , causing an external pressure at the bottom of the pipe . Max ...
... internal pressure at bottom of pipe . Max . operating tension Max . internal pressure 1,300 psi Condition 2 - Bubble has displaced mud from the pipe at a depth of 3000 ft . , causing an external pressure at the bottom of the pipe . Max ...
Page 212
... internal stiffening were tested in constant amplitude loading . Hot spot strains were measured according to the local approach proposed by DnV and the global approach proposed by ECSC . Fatigue crack initiation and growth were monitored ...
... internal stiffening were tested in constant amplitude loading . Hot spot strains were measured according to the local approach proposed by DnV and the global approach proposed by ECSC . Fatigue crack initiation and growth were monitored ...
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