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 444
Tables 2 through 4 present the expressions of functions Fg F. , and F ; at the deepest and surface crack front points for all three load cases . half crack length for the three crack depths under the axial tension ( AKC2 ) are plotted ...
Tables 2 through 4 present the expressions of functions Fg F. , and F ; at the deepest and surface crack front points for all three load cases . half crack length for the three crack depths under the axial tension ( AKC2 ) are plotted ...
Page 448
K , Solution 0.0000 9.1667 15.8333 55.0000 18.3333 27.5000 36.6667 ARC LENGTH ALONG C.F. , mm TAVG 4 0751.1-0.4847 -2.4233 NON - DIMENSIONAL : SIF / Sarilpino Stress ) - 4.3619 -6.3005 -5.3312 9268 E1 1 4 00000 45.8333 57.00 ) AVG 9 ...
K , Solution 0.0000 9.1667 15.8333 55.0000 18.3333 27.5000 36.6667 ARC LENGTH ALONG C.F. , mm TAVG 4 0751.1-0.4847 -2.4233 NON - DIMENSIONAL : SIF / Sarilpino Stress ) - 4.3619 -6.3005 -5.3312 9268 E1 1 4 00000 45.8333 57.00 ) AVG 9 ...
Page 518
0.6 0.1 0.4 0.2 10 5000 CRACK HALF - LENGTH , Z ( IN . ) ... WELD ROOT CRACK Kt - 1.0 CO = 0.0625 IN . ir CRACK LENGTH WELD ROOT CRACK 200 50 100 LOGARITHM YEARS KI WELD ROOT INADEQUATE PENETRATION WELD ROOT EXCESSIVE PENE TRA NON FIGURE ...
0.6 0.1 0.4 0.2 10 5000 CRACK HALF - LENGTH , Z ( IN . ) ... WELD ROOT CRACK Kt - 1.0 CO = 0.0625 IN . ir CRACK LENGTH WELD ROOT CRACK 200 50 100 LOGARITHM YEARS KI WELD ROOT INADEQUATE PENETRATION WELD ROOT EXCESSIVE PENE TRA NON FIGURE ...
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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 |