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 2
Indeed this occurs on the very first pressure proof test of a composite tube , on completion of fabrication . As a result , the tubes have to be equipped with internal and external liners ( see Fig.1 ) to assure pressure - tightness .
Indeed this occurs on the very first pressure proof test of a composite tube , on completion of fabrication . As a result , the tubes have to be equipped with internal and external liners ( see Fig.1 ) to assure pressure - tightness .
Page 2
Indeed this occurs on the very first pressure proof test of a composite tube , on completion of fabrication . As a result , the tubes have to be equipped with internal and external liners ( see Fig . 1 ) to assure pressure - tightness .
Indeed this occurs on the very first pressure proof test of a composite tube , on completion of fabrication . As a result , the tubes have to be equipped with internal and external liners ( see Fig . 1 ) to assure pressure - tightness .
Page 26
175 Mechanically applied pressure outside the die to test if sensor was operational . 150 125 Pressure ( psi ) Temperature ( ° C ) 100 The final , and largest , section of the die is the curing zone . This section can contain multiple ...
175 Mechanically applied pressure outside the die to test if sensor was operational . 150 125 Pressure ( psi ) Temperature ( ° C ) 100 The final , and largest , section of the die is the curing zone . This section can contain multiple ...
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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