Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering, 1991: Presented at the 10th International Conference on Offshore Mechanics and Arctic Engineering, Stavanger, Norway, June 23-28, 1991. Materials engineering, Volume 3 |
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Page 336
is can evident in confirmation of the experimental data , that the effect is stronger for initiation than for propagation . The most important effect on the propagation factor appears to be fs which represents the direct effect of the ...
is can evident in confirmation of the experimental data , that the effect is stronger for initiation than for propagation . The most important effect on the propagation factor appears to be fs which represents the direct effect of the ...
Page 343
Effect of Attachment Thickness Initiation Life Effect of Attachment Thickness Total Life S LOOO 100 100 모 26/20 46 ... 4a Crack initiation lives of joints with constant t = 26 mm compared with S - N curves for joints with t / t = 1 ...
Effect of Attachment Thickness Initiation Life Effect of Attachment Thickness Total Life S LOOO 100 100 모 26/20 46 ... 4a Crack initiation lives of joints with constant t = 26 mm compared with S - N curves for joints with t / t = 1 ...
Page 387
Table 1 initiation life , N , is arbitrarily defined by the detection depth with PD techniques of a crack about 0.5 mm deep . The propagation life N , EN , - N Constant Amplitude N , ( kcycles ) from 2 , = 0.5 mm 10 24 = 1/2 ( 10 = 150 ...
Table 1 initiation life , N , is arbitrarily defined by the detection depth with PD techniques of a crack about 0.5 mm deep . The propagation life N , EN , - N Constant Amplitude N , ( kcycles ) from 2 , = 0.5 mm 10 24 = 1/2 ( 10 = 150 ...
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Contents
THICKNESS EFFECT | 305 |
OFFSHORE TECHNOLOGY PART | 315 |
Influence of the Welding Procedure on the Ferrite Content and Fracture Toughness of Duplex | 323 |
Copyright | |
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analysis applied assessment attachment axial axial load Basic bending brace calculated carried chord compared comparison composite considered constant crack depth crack growth curve cycles defect dependence determined diameter distribution Energy Engineering equation experimental failure fatigue strength Figure finite element fire force fracture mechanics function geometry given impact improved included increasing indicated initiation integration International layer length limit load material mean measured method obtained offshore offshore structures parameters performance pipe plastic plate plate thickness predictions present pressure problem procedure propagation protection ratio reference respectively root seawater shown shows solutions specimens steel strain stress concentration stress intensity factor stress range structures surface surface crack Table temperature tension thickness effect tubular joints values wall weight weld toe