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 193
This requirement was met for joints up to 75mm thick in the present study , but the gauges on the 100mm thick joints were only 0.25 x plate thickness from the weld toe . closer examination of ...
This requirement was met for joints up to 75mm thick in the present study , but the gauges on the 100mm thick joints were only 0.25 x plate thickness from the weld toe . closer examination of ...
Page 201
mm as 3 present data for specimens fabricated from 25 mm plate for the Basic and Alternate 1 profiles , respectively . These reveal a distinction between the 13 and 25 mm Basic profile data , with greater fatigue life for the thinner ...
mm as 3 present data for specimens fabricated from 25 mm plate for the Basic and Alternate 1 profiles , respectively . These reveal a distinction between the 13 and 25 mm Basic profile data , with greater fatigue life for the thinner ...
Page 294
threaded joints , the present analyses compare finite element stress solutions of a threaded joint , which were obtained using 2 - D and 3 - D models . This comparison indicates that the pitch effects on the solutions are significant ...
threaded joints , the present analyses compare finite element stress solutions of a threaded joint , which were obtained using 2 - D and 3 - D models . This comparison indicates that the pitch effects on the solutions are significant ...
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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