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 308
Coefficients ao , ai , a2 are determined by the least square regression of stress distribution by FEA in the range from weld toe to 5mm in depth in the thickness direction . Thus , Ox ( y ) is determined , and then the effective SCF Kte ...
Coefficients ao , ai , a2 are determined by the least square regression of stress distribution by FEA in the range from weld toe to 5mm in depth in the thickness direction . Thus , Ox ( y ) is determined , and then the effective SCF Kte ...
Page 483
The assumption of a pure bending distribution reduces the conservatism and also enables the reliable calculation of Kıs ... Calculations were performed for both pure axial and pure bending residual stress distributions of magnitude Oy ...
The assumption of a pure bending distribution reduces the conservatism and also enables the reliable calculation of Kıs ... Calculations were performed for both pure axial and pure bending residual stress distributions of magnitude Oy ...
Page 484
The tables compare remaining fatigue lives for the two sets of fatigue crack growth rate data and the two different residual stress distributions ( i.e. pure axial and pure bending distributions ) . The results for the chord indicate ...
The tables compare remaining fatigue lives for the two sets of fatigue crack growth rate data and the two different residual stress distributions ( i.e. pure axial and pure bending distributions ) . The results for the chord indicate ...
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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 |