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 418
2 Overlapping K - joint considered in the analysis All members 14 " O.D. x 0.375 " W.T. Through brace Overlapping brace 60 ° Chord Fig . 1 Finite element mesh of overlapping K - joint showing the deformed shape ( exaggerated ) due to a ...
2 Overlapping K - joint considered in the analysis All members 14 " O.D. x 0.375 " W.T. Through brace Overlapping brace 60 ° Chord Fig . 1 Finite element mesh of overlapping K - joint showing the deformed shape ( exaggerated ) due to a ...
Page 484
The analysis did not allow for the variation of stress round the joint periphery and consequently the use of stress ranges at CP 14 could be considered to be conservative In addition , the results are based on the assumption of a linear ...
The analysis did not allow for the variation of stress round the joint periphery and consequently the use of stress ranges at CP 14 could be considered to be conservative In addition , the results are based on the assumption of a linear ...
Page 586
Fire Risk in the Location of Use and Likely Fire Exposure For the panelling systems being considered predominantly for internal use here , the risk and fire exposure has been assessed by the SOLAS regulations , ( Ref 1 ) and it can be ...
Fire Risk in the Location of Use and Likely Fire Exposure For the panelling systems being considered predominantly for internal use here , the risk and fire exposure has been assessed by the SOLAS regulations , ( Ref 1 ) and it can be ...
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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 |