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 9
... reinforcement arrangement . The lower limit corresponds to matting reinforcement with random distributed fibre directions and fibre content ratio by weight equal to about 0.2 . The higher limit corresponds to the same type of reinforcement ...
... reinforcement arrangement . The lower limit corresponds to matting reinforcement with random distributed fibre directions and fibre content ratio by weight equal to about 0.2 . The higher limit corresponds to the same type of reinforcement ...
Page 99
... reinforcement . The cracks caused due to the rust product of the embedded steel corrosion will normally occur along the length of the reinforcing bar . The width and length of the cracks will depend on the amount of rust products and ...
... reinforcement . The cracks caused due to the rust product of the embedded steel corrosion will normally occur along the length of the reinforcing bar . The width and length of the cracks will depend on the amount of rust products and ...
Page 110
Reinforcement corrosion resistance . The combination of steel and sea water has an inherent corrosion potential . However if the steel is embedded in sound concrete the corrosion potential is for all practical purposes reduced to almost ...
Reinforcement corrosion resistance . The combination of steel and sea water has an inherent corrosion potential . However if the steel is embedded in sound concrete the corrosion potential is for all practical purposes reduced to almost ...
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