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 as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone