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 119
cement ratio of 0.50 . Another factor to be noted is that the resistivity of the sea water mixed concrete is less than that of the fresh water mixed concrete , The lower resistivity of the sea water mixed concrete be attributed to ...
cement ratio of 0.50 . Another factor to be noted is that the resistivity of the sea water mixed concrete is less than that of the fresh water mixed concrete , The lower resistivity of the sea water mixed concrete be attributed to ...
Page 334
Ratio Comp . Simp.Ratio Ch . 4.29 3.52 1.22 3.94 2.64 1.49 1.71 1.44 1.19 Br . 3.33 1.94 1.72 1.34 0.99 1.35 11.87 1.90 0.98 IPB 1.10 1.08 1.02 0.66 0.59 1.12 1.48 1.41 1.05 OPB 1.66 1.54 1.08 0.91 0.98 0.93 1.36 1.36 1.00 K- 12.73 1.69 ...
Ratio Comp . Simp.Ratio Ch . 4.29 3.52 1.22 3.94 2.64 1.49 1.71 1.44 1.19 Br . 3.33 1.94 1.72 1.34 0.99 1.35 11.87 1.90 0.98 IPB 1.10 1.08 1.02 0.66 0.59 1.12 1.48 1.41 1.05 OPB 1.66 1.54 1.08 0.91 0.98 0.93 1.36 1.36 1.00 K- 12.73 1.69 ...
Page 381
Published results ( van Delft et al . , 1986 , and Clayton , 1982 ) suggest that the ratio between bending and membrane components is about 3.0 . We used the PMBSHELL computer program to calculate principal stresses on both outer and ...
Published results ( van Delft et al . , 1986 , and Clayton , 1982 ) suggest that the ratio between bending and membrane components is about 3.0 . We used the PMBSHELL computer program to calculate principal stresses on both outer and ...
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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 |