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 178
conservative than the AWS method , which uses the sigma - G hot spot stress with curve X. ( 3 ) a The fatigue strength is corrected for a small remaining size effect , in proportion to the -0.034 power of stressed volume , or -0.1 power ...
conservative than the AWS method , which uses the sigma - G hot spot stress with curve X. ( 3 ) a The fatigue strength is corrected for a small remaining size effect , in proportion to the -0.034 power of stressed volume , or -0.1 power ...
Page 211
A range of S - N design curves may be assumed to apply depending on the definition of hot spot stress and the type of ... Although several S - N design curves have been proposed for unstiffened tubular joints , this S - N curve seems to ...
A range of S - N design curves may be assumed to apply depending on the definition of hot spot stress and the type of ... Although several S - N design curves have been proposed for unstiffened tubular joints , this S - N curve seems to ...
Page 215
100 • Model no 1 300 o Model no 2 Fz - nean curve ( corrected for port weld trea ent ) F2 - mean curve Fy - design curve ( corrected for post weld treatment ) 40 20 Fy - design curve 100 80 70 60 50 40 2 4 2 4 2 4 4 6 8 6 8 6 10 2 4 6 8 ...
100 • Model no 1 300 o Model no 2 Fz - nean curve ( corrected for port weld trea ent ) F2 - mean curve Fy - design curve ( corrected for post weld treatment ) 40 20 Fy - design curve 100 80 70 60 50 40 2 4 2 4 2 4 4 6 8 6 8 6 10 2 4 6 8 ...
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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 |
37 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |