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 333
The parameters measured were o , the general weld angle , a the weld toe angle and Othe weld toe radius ( fig.2 ) . In table 3 the mean values of these parameters are listed for both 50mm and the previously tested 32 mm specimens .
The parameters measured were o , the general weld angle , a the weld toe angle and Othe weld toe radius ( fig.2 ) . In table 3 the mean values of these parameters are listed for both 50mm and the previously tested 32 mm specimens .
Page 344
Parameters used to characterize geometry of welds in the tested joints are defined in Fig . 3 : mean values of these parameters for each joint are given in Table 1 . The stress concentra ' tion at the weld toe can be considered to ...
Parameters used to characterize geometry of welds in the tested joints are defined in Fig . 3 : mean values of these parameters for each joint are given in Table 1 . The stress concentra ' tion at the weld toe can be considered to ...
Page 529
M equivalent bending moment ( Eq . 7 ) Mk free surface magnification factor Mkb , Mke free surface magnification factors for bending and tension , respectively m ; = Niu - Glinka weight function M1 , M2 = parameters in the Niu - Glinka ...
M equivalent bending moment ( Eq . 7 ) Mk free surface magnification factor Mkb , Mke free surface magnification factors for bending and tension , respectively m ; = Niu - Glinka weight function M1 , M2 = parameters in the Niu - Glinka ...
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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 |