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 200
On a particular frame the specimens were mounted in parallel and the system operated in the stroke control mode . ... The principle behind this identical to that for the thinner specimens except that the specimen stub was vertical .
On a particular frame the specimens were mounted in parallel and the system operated in the stroke control mode . ... The principle behind this identical to that for the thinner specimens except that the specimen stub was vertical .
Page 201
mm as 3 present data for specimens fabricated from 25 mm plate for the Basic and Alternate 1 profiles , respectively . ... With regard to Figure 14 the freely corroding Alternate 2 specimen which failed prematurely ( specimen number ...
mm as 3 present data for specimens fabricated from 25 mm plate for the Basic and Alternate 1 profiles , respectively . ... With regard to Figure 14 the freely corroding Alternate 2 specimen which failed prematurely ( specimen number ...
Page 256
Hence , the total gage length of the wide plate specimen with stress concentration 110mm . ... dependence of the critical CTOD for the weld HAZ of the materials was obtained using the standard Bx2B CTOD specimens according to BS5762 .
Hence , the total gage length of the wide plate specimen with stress concentration 110mm . ... dependence of the critical CTOD for the weld HAZ of the materials was obtained using the standard Bx2B CTOD specimens according to BS5762 .
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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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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