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 280
The statistical nature of fatigue means that there is a 50 % probability that a specimen will fail at the mean fatigue limit . The Snow - Langer - Cook method is based the assumptions that when the mean stress level is zero the full ...
The statistical nature of fatigue means that there is a 50 % probability that a specimen will fail at the mean fatigue limit . The Snow - Langer - Cook method is based the assumptions that when the mean stress level is zero the full ...
Page 421
2 water Results from T - butt tests in sea with cathodic protection Table 6 - Coefficients of mean S - N curves 400 - 350 400 350 300 280 260 240 220 200 300 280 260 240 220 200 Stress range , MPa 180 o O --- 160 o Joost 140 180 Stress ...
2 water Results from T - butt tests in sea with cathodic protection Table 6 - Coefficients of mean S - N curves 400 - 350 400 350 300 280 260 240 220 200 300 280 260 240 220 200 Stress range , MPa 180 o O --- 160 o Joost 140 180 Stress ...
Page 422
in tension significantly changes either the mean S - N curve or its standard deviation ( compare S - N curve 13 and 12 with 11 ( for N3 ) ) . Further , as was established in the preceeding section , the scatter in all the data ...
in tension significantly changes either the mean S - N curve or its standard deviation ( compare S - N curve 13 and 12 with 11 ( for N3 ) ) . Further , as was established in the preceeding section , the scatter in all the data ...
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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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Common terms and phrases
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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1990 |
| Export Citation | BiBTeX EndNote RefMan |