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 434
To avoid this problem it was decided to limit the scope to only B = 1.0 joints . Since B = 1.0 joints seem to be a class of their own , the results of the program have been used to develop parametric formulae limited to Xjoints with B ...
To avoid this problem it was decided to limit the scope to only B = 1.0 joints . Since B = 1.0 joints seem to be a class of their own , the results of the program have been used to develop parametric formulae limited to Xjoints with B ...
Page 501
... 1991 INTRODUCTION Traditional computer packages for the analysis of complex engineering problems such as fatigue ... and by using an Artificial Intelligence ( AI ) based system to help and guide the user with problem definition .
... 1991 INTRODUCTION Traditional computer packages for the analysis of complex engineering problems such as fatigue ... and by using an Artificial Intelligence ( AI ) based system to help and guide the user with problem definition .
Page 534
The problem is caused by the fact that the Ked and Keds of Eqs . 11 and 12 change sign at some depth 0.6 < alt < 0.8 which depends on a / b . f this transition point is not exactly the same for Ked and Keb , 6 , serious errors in the ...
The problem is caused by the fact that the Ked and Keds of Eqs . 11 and 12 change sign at some depth 0.6 < alt < 0.8 which depends on a / b . f this transition point is not exactly the same for Ked and Keb , 6 , serious errors in the ...
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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