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 408
Layer Number of wires ( n ) Lay direction Wire diameter D ( mm ) Lay angle Q ( degrees ) Trellis patch between layer numbers 1 and 2 2 and 3 3 and 4 1 : outer layer 39 : Strand outer diameter ( nal 3500 3000 1 2 3 4 5 M P لما ها 36 30 ...
Layer Number of wires ( n ) Lay direction Wire diameter D ( mm ) Lay angle Q ( degrees ) Trellis patch between layer numbers 1 and 2 2 and 3 3 and 4 1 : outer layer 39 : Strand outer diameter ( nal 3500 3000 1 2 3 4 5 M P لما ها 36 30 ...
Page 548
Thick walled calculation case 1 case 2 case 3 The resulting hybrid tube design was composed of two layers , subdivided ... with the following characteristics : Inner glass layer : circumferential stress ( MPa ) : circumferential strain ...
Thick walled calculation case 1 case 2 case 3 The resulting hybrid tube design was composed of two layers , subdivided ... with the following characteristics : Inner glass layer : circumferential stress ( MPa ) : circumferential strain ...
Page 550
( C ) eq = { ( tx / t ) • ( CR ) with tk : thickness of layer number k , and t : total thickness . Equivalent engineering constants of the composite can then be deduced . In the case of an orthotropic equivalent material , the method of ...
( C ) eq = { ( tx / t ) • ( CR ) with tk : thickness of layer number k , and t : total thickness . Equivalent engineering constants of the composite can then be deduced . In the case of an orthotropic equivalent material , the method of ...
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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