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 86
... Ratio / Slump For high - strength , high durability marine concretes , water - cement ratio must be controlled . In an answer to the strength / durability question , a water - cement ratio of 0.35 maximum was adopted . Given the water ...
... Ratio / Slump For high - strength , high durability marine concretes , water - cement ratio must be controlled . In an answer to the strength / durability question , a water - cement ratio of 0.35 maximum was adopted . Given the water ...
Page 119
... ratio . In all thezones of marine exposure , the resistivity of the concrete with higher water cement ratio of 0.50 is less thanthat of the concrete with lower water cement ratio of 0.40 . From the above observations it can be seen that ...
... ratio . In all thezones of marine exposure , the resistivity of the concrete with higher water cement ratio of 0.50 is less thanthat of the concrete with lower water cement ratio of 0.40 . From the above observations it can be seen that ...
Page 381
... ratio of 0.5 , which was used most frequently in experimental tests , we found that the ratio of the bending and membrane stress components was about 3.0 at the crown position and about 2.6 at the saddle position . In subsequent fatigue ...
... ratio of 0.5 , which was used most frequently in experimental tests , we found that the ratio of the bending and membrane stress components was about 3.0 at the crown position and about 2.6 at the saddle position . In subsequent fatigue ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate 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 position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld