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 421
Based on the results for these load cases , a brace axial load - chord axial load interaction failure curve has been constructed ( Fig . 10 ) . Subsequently , an analysis of the joint integrated in an X - braced frame was performed ...
Based on the results for these load cases , a brace axial load - chord axial load interaction failure curve has been constructed ( Fig . 10 ) . Subsequently , an analysis of the joint integrated in an X - braced frame was performed ...
Page 435
1 : Axial load in the braces only 2 : Anti - symmetric loading in braces and chord 3 : In - plane bending moments 4 ... both the chord and braces The cut - back effect appears to be dependent on both t and the extent of the cut - back .
1 : Axial load in the braces only 2 : Anti - symmetric loading in braces and chord 3 : In - plane bending moments 4 ... both the chord and braces The cut - back effect appears to be dependent on both t and the extent of the cut - back .
Page 479
Conventional fracture mechanics analyses on tubular joints in offshore structures are based on the assumption that the defect is located at the weld toe in the brace or in the chord . Calculations are subsequelis performed using the ...
Conventional fracture mechanics analyses on tubular joints in offshore structures are based on the assumption that the defect is located at the weld toe in the brace or in the chord . Calculations are subsequelis performed using the ...
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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 |