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 95
No. of Cycles Change in wt . ( % ) 5 % Na2SO4 Change Attack in th . factor ( % ) ( mm ) Change in st . ( % ) Change in wt . ( % ) Change in st . Change in wt . ( % ) 25 % NaySO4 Change Attack Change in th . factor in st .
No. of Cycles Change in wt . ( % ) 5 % Na2SO4 Change Attack in th . factor ( % ) ( mm ) Change in st . ( % ) Change in wt . ( % ) Change in st . Change in wt . ( % ) 25 % NaySO4 Change Attack Change in th . factor in st .
Page 96
However , after a sufficient number of cycles , deterioration in terms of weight loss is always noticed . At the higher concentration of 25 % solution strength , the weight continuously decreased indicating rapid deterioration .
However , after a sufficient number of cycles , deterioration in terms of weight loss is always noticed . At the higher concentration of 25 % solution strength , the weight continuously decreased indicating rapid deterioration .
Page 383
ܩ 10 06.0 10.5 2.5 3..5 4..5 105 105 106 107 CYCLES , N PREDICTED FATIGUE CYCLES Fig . ... T 10 0.4 OO 0.2 09.0 1..5 20.5 3..5 40.5 5.5 0.0 0.0 - .99 0.4 0.2 0.6 0.8 1.0 CYCLES , N NORMALIZED FATIGUE CYCLE , N / N 2 Fig .
ܩ 10 06.0 10.5 2.5 3..5 4..5 105 105 106 107 CYCLES , N PREDICTED FATIGUE CYCLES Fig . ... T 10 0.4 OO 0.2 09.0 1..5 20.5 3..5 40.5 5.5 0.0 0.0 - .99 0.4 0.2 0.6 0.8 1.0 CYCLES , N NORMALIZED FATIGUE CYCLE , N / N 2 Fig .
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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 |