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 18
For a laminated GRP partition however this is not so and a considerable temperature difference exists across the thickness , and hence the surface temperatures no longer reflect bulk temperature . Figure 2 shows the calculated ...
For a laminated GRP partition however this is not so and a considerable temperature difference exists across the thickness , and hence the surface temperatures no longer reflect bulk temperature . Figure 2 shows the calculated ...
Page 139
Temperature ratings as published in Table 302.2 of API 6A ( 16th Edition ) are : under specified impact conditions . The test involves conditioning samples in a controlled low temperature bath , delivering a controlled velocity strike ...
Temperature ratings as published in Table 302.2 of API 6A ( 16th Edition ) are : under specified impact conditions . The test involves conditioning samples in a controlled low temperature bath , delivering a controlled velocity strike ...
Page 141
RIGORE 2 Complete details for the low temperature seal tests are listed in Table II . These results indicate that low temperature sealing performance was not related to any laboratory material test results , physical or analytical ...
RIGORE 2 Complete details for the low temperature seal tests are listed in Table II . These results indicate that low temperature sealing performance was not related to any laboratory material test results , physical or analytical ...
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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