Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American 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 26
175 Mechanically applied pressure outside the die to test if sensor was operational . 150 125 Pressure ( psi ) Temperature ( ° C ) 0 100 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 ) 0 100 The final , and largest , section of the die is the curing zone . This section can contain multiple ...
Page 64
... 450 0.8 1.2 o Element 447 + Element 448 o Element 449 A Element 450 1.1 0.7 1 Failure Index 0.9 0.0 0.6 Failure Index 0.5 0.7 0.4 0.6 0.5 0.3 0.4 0.2 0.3 0.2 0.1 0.1 O 0 o 0.2 0.4 0 0.6 0.6 0.2 0.4 Beam Pressure , MPa Beam Pressure ...
... 450 0.8 1.2 o Element 447 + Element 448 o Element 449 A Element 450 1.1 0.7 1 Failure Index 0.9 0.0 0.6 Failure Index 0.5 0.7 0.4 0.6 0.5 0.3 0.4 0.2 0.3 0.2 0.1 0.1 O 0 o 0.2 0.4 0 0.6 0.6 0.2 0.4 Beam Pressure , MPa Beam Pressure ...
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Contents
ADVANCED COMPOSITES | 1 |
P R Godfrey and A G Davis | 15 |
Low Cost Manufactruring Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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analysis applications approach axial behaviour bending brace calculated chord combined compared components composite compression concrete connection considered construction corrosion crack growth critical curve cycles damage depth determined direction distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture fracture mechanics geometry increase indicate influence initial internal intersection length limit load lower material maximum mean measured mechanics metal method mode nodes nominal normal notch observed obtained offshore offshore structures parameters performance pipe plate position predicted present pressure procedure production properties range ratio reinforcement Research resistance seal shear shell shown shows specimens steel stiffener strain strength stress concentration structures surface Table technique temperature tension thickness thread tube tubular joints weight weld