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
The equivalent SIF solutions , K , and K , were calculated from the empirical formulas for cracks with depths ... The SIF solutions K , vs. crack depth for the joint under the in - plane bending load ( IKA5 ) are shown in Figure 13a .
The equivalent SIF solutions , K , and K , were calculated from the empirical formulas for cracks with depths ... The SIF solutions K , vs. crack depth for the joint under the in - plane bending load ( IKA5 ) are shown in Figure 13a .
Page 518
WELD TOE CRACK Kt EFFECTS OF PLATE MISMATCH NOT SHOWN DRY AIR SEA WATER 20 ol R Kta 1.0 CRACK DEPTH 0.0625 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 ...
WELD TOE CRACK Kt EFFECTS OF PLATE MISMATCH NOT SHOWN DRY AIR SEA WATER 20 ol R Kta 1.0 CRACK DEPTH 0.0625 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 ...
Page 522
The plastic collapse stresses of the threaded joint with cracks of variously different depths were calculated from ... status and failure assessment curves cross each other under the design extreme load is the critical crack depth .
The plastic collapse stresses of the threaded joint with cracks of variously different depths were calculated from ... status and failure assessment curves cross each other under the design extreme load is the critical crack depth .
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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 |