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 271
TOOTH LOAD DISTRIBUTION AND STRESS CONCENTRATION UNDER STATIC LOAD = A coupling without pre - load ( P = 100 , Pp = 0 ) Analysis of the tooth load distribution in axially loaded threaded connections ( 7 , 10-15 ) have shown that the ...
TOOTH LOAD DISTRIBUTION AND STRESS CONCENTRATION UNDER STATIC LOAD = A coupling without pre - load ( P = 100 , Pp = 0 ) Analysis of the tooth load distribution in axially loaded threaded connections ( 7 , 10-15 ) have shown that the ...
Page 281
... most conservative predictions of fatigue life except for L < D / 2 when Kenny and Patterson's method gives a more conservative result . ( 4 ) Otaki , H. , ( 1977 ) Stress Distribution at Bolt Thread Root in Bolt and Nut Coupling .
... most conservative predictions of fatigue life except for L < D / 2 when Kenny and Patterson's method gives a more conservative result . ( 4 ) Otaki , H. , ( 1977 ) Stress Distribution at Bolt Thread Root in Bolt and Nut Coupling .
Page 571
P ( x ) Range of Estimated $ 65 Lower Bound Values from 1,000 Samples of size 60 Sampled Distribution 40 True Lover True b % Lower Bound ( True LB ) 30 20 Л Statistical Model Wolbutt Log Normal 26 30 36 Random Sample of n Values 10 10 ...
P ( x ) Range of Estimated $ 65 Lower Bound Values from 1,000 Samples of size 60 Sampled Distribution 40 True Lover True b % Lower Bound ( True LB ) 30 20 Л Statistical Model Wolbutt Log Normal 26 30 36 Random Sample of n Values 10 10 ...
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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