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 382
Weld cap Strain gauge 1 Outer wall 3 ta ta Inner wall 72 la ) Weld root Transition slope Misalignment 200 OHS2 150 - ( b ) Stress , N / mm2 100 OHS1 Misalignment Weld 50 Ic ) 1 38mm thick Taper 25mm thick de 100 75 50 оо 25 50 Distance ...
Weld cap Strain gauge 1 Outer wall 3 ta ta Inner wall 72 la ) Weld root Transition slope Misalignment 200 OHS2 150 - ( b ) Stress , N / mm2 100 OHS1 Misalignment Weld 50 Ic ) 1 38mm thick Taper 25mm thick de 100 75 50 оо 25 50 Distance ...
Page 548
2.2- THICK WALLED TUBE DESIGN IMPROVEMENT Stresses and strains were then calculated for each case for the tube ... with the following characteristics : Inner glass layer : circumferential stress ( MPa ) : circumferential strain : 1,100 ...
2.2- THICK WALLED TUBE DESIGN IMPROVEMENT Stresses and strains were then calculated for each case for the tube ... with the following characteristics : Inner glass layer : circumferential stress ( MPa ) : circumferential strain : 1,100 ...
Page 550
Knowing the three dimensional stress - strain relationships of the basic material , its radial strain can be deduced ... C23 , C31 , C32 terms are then null ( with no interaction between shear and normal strains or stresses ) .
Knowing the three dimensional stress - strain relationships of the basic material , its radial strain can be deduced ... C23 , C31 , C32 terms are then null ( with no interaction between shear and normal strains or stresses ) .
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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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Common terms and phrases
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
Bibliographic information
| Title | 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 Part 2 of Proceedings of the 10th International Conference on Offshore Mechanics and Arctic Engineering - 1991. Vol. 3, Materials engineering |
| Editor | Mamdouh M. Salama |
| Publisher | American Society of Mechanical Engineers, 1991 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791807207, 9780791807200 |
| Length | 323 pages |
| Export Citation | BiBTeX EndNote RefMan |