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
Glass reinforced plastics , GRP , has rather recently been introduced as an option mainly because of its lightness and ... than steel as its mechanical properties are tailored to fit the requirements by the reinforcement arrangement .
Glass reinforced plastics , GRP , has rather recently been introduced as an option mainly because of its lightness and ... than steel as its mechanical properties are tailored to fit the requirements by the reinforcement arrangement .
Page 103
Page , C.L. , 1986 , " Corrosion and Service Life Prediction for Reinforced Concrete " , Magazine of Concrete ... Long - term Corrosion Resistance of Epoxy - coated Reinforcing Bar " , Proceedings , Corrosion of Reinforcement in ...
Page , C.L. , 1986 , " Corrosion and Service Life Prediction for Reinforced Concrete " , Magazine of Concrete ... Long - term Corrosion Resistance of Epoxy - coated Reinforcing Bar " , Proceedings , Corrosion of Reinforcement in ...
Page 110
3 ) zone The splash 1.e. reinforced concrete partly exposed to sea water , otherwise in air . a ) Fully submerged concrete ... In a young concrete structure the steel reinforcement does not corrode because of the alkaline nature of the ...
3 ) zone The splash 1.e. reinforced concrete partly exposed to sea water , otherwise in air . a ) Fully submerged concrete ... In a young concrete structure the steel reinforcement does not corrode because of the alkaline nature of the ...
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Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
SAFETY AND RELIABILITY | 17 |
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analysis applications axial behaviour bending brace calculated chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack critical curve cycles damage determined developed distribution effect element Engineering environment experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate influence 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 predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows solutions specimens steel stiffener stiffness strain strength stress stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld