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 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