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 130
Fig 17 shows the other side , which did show damage caused by a bolt which had dropped between the radial bearing outer ... The following section summarises this process . cover - Figure 19 shows a lower tube seal during removal with ...
Fig 17 shows the other side , which did show damage caused by a bolt which had dropped between the radial bearing outer ... The following section summarises this process . cover - Figure 19 shows a lower tube seal during removal with ...
Page 322
Fig 3 shows a plot of lateral displacements along the plate and compares them with the theoretical values ( 2 ) . It shows that full continuity has been achieved and the displacement variation follows the theory exactly .
Fig 3 shows a plot of lateral displacements along the plate and compares them with the theoretical values ( 2 ) . It shows that full continuity has been achieved and the displacement variation follows the theory exactly .
Page 323
It shows that this model has overpredicted the SCF's both on the chord and brace sides . On the brace side the overprediction was expected as already seen for the case of unstiffened joints . However , on the chord side although the ...
It shows that this model has overpredicted the SCF's both on the chord and brace sides . On the brace side the overprediction was expected as already seen for the case of unstiffened joints . However , on the chord side although the ...
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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 |
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Common terms and phrases
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