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 397
Application of the counting methods defined in 2.2 leads to the following comments : 3.1.3 Narrow bandwidth sequence • all transitions . This counting method only retains very small cycles . The effective Miner cumulant for m = 2.8 is ...
Application of the counting methods defined in 2.2 leads to the following comments : 3.1.3 Narrow bandwidth sequence • all transitions . This counting method only retains very small cycles . The effective Miner cumulant for m = 2.8 is ...
Page 431
... that the results given by the present method are close to that given by Aanholt and Taby ( 1983 ) and higher than that given by Ellinas ( 1984 ) because Ellinas's method gives the initial yield solutions instead of ultimate ones .
... that the results given by the present method are close to that given by Aanholt and Taby ( 1983 ) and higher than that given by Ellinas ( 1984 ) because Ellinas's method gives the initial yield solutions instead of ultimate ones .
Page 441
RELIABILITY OF SOLUTION METHOD AND EMPIRICAL FORMULAS OF STRESS INTENSITY FACTORS FOR WELD TOE CRACKS OF TUBULAR JOINTS ... The uncertainties with these simple solution methods originate from the fact that they cannot fully consider the ...
RELIABILITY OF SOLUTION METHOD AND EMPIRICAL FORMULAS OF STRESS INTENSITY FACTORS FOR WELD TOE CRACKS OF TUBULAR JOINTS ... The uncertainties with these simple solution methods originate from the fact that they cannot fully consider 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 | |
20 other sections not shown
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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 |