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 313
1 ( a ) Proportional Joint 0 E Case 1 Case 2 Case 3 ty : increasing 11 : increasing 11 : constant Tee Joint Tee Joint 12 : increasing t2 : constant o Case 1-1 12 : increasing 11 : increasing t , increasing O Case 2-1 o Case 3-1 12 ...
1 ( a ) Proportional Joint 0 E Case 1 Case 2 Case 3 ty : increasing 11 : increasing 11 : constant Tee Joint Tee Joint 12 : increasing t2 : constant o Case 1-1 12 : increasing 11 : increasing t , increasing O Case 2-1 o Case 3-1 12 ...
Page 325
erred 91 . regt siz $ 39.99 म ht Predicted S - N Diagrams Figures 4 to 9 give the estimated S - N diagrams for Category B , D , and F weldments of 25 and 100 mm thickness under constant amplitude , R = 0 , axial loading .
erred 91 . regt siz $ 39.99 म ht Predicted S - N Diagrams Figures 4 to 9 give the estimated S - N diagrams for Category B , D , and F weldments of 25 and 100 mm thickness under constant amplitude , R = 0 , axial loading .
Page 389
It was found that for constant amplitude loading the coefficient k can be correlated with a single parameter , the weld toe peak stress , Sp , which reflects the geometry and thickness effects . This power law relationship is given by ...
It was found that for constant amplitude loading the coefficient k can be correlated with a single parameter , the weld toe peak stress , Sp , which reflects the geometry and thickness effects . This power law relationship is given by ...
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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 |