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 109
... increase after construction completion . The strength increase of offshore concrete structures has been measured to 12-25 % after one year . The strength of a C50 increased in the order of 50 % after 5-10 years . As the design is based ...
... increase after construction completion . The strength increase of offshore concrete structures has been measured to 12-25 % after one year . The strength of a C50 increased in the order of 50 % after 5-10 years . As the design is based ...
Page 119
... increases as the duration of exposure increases from 30 days to 180 days . The increase in corrosion can be attributed to the fact that as the time of exposure increases , the penetration of sea salts ( in the atmosphere ) into the ...
... increases as the duration of exposure increases from 30 days to 180 days . The increase in corrosion can be attributed to the fact that as the time of exposure increases , the penetration of sea salts ( in the atmosphere ) into the ...
Page 332
... increase of SCF in the fillet and the same SCF at the brace weld . A 50 % reduction in fillet radius gave a 15 % increase of SCF in the fillet and the same SCF in the brace weld . Increased segment thickness . Increasing the segment ...
... increase of SCF in the fillet and the same SCF at the brace weld . A 50 % reduction in fillet radius gave a 15 % increase of SCF in the fillet and the same SCF in the brace weld . Increased segment thickness . Increasing the segment ...
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