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 352
170 LEO a fatigue data , respectively , for the first of these ( TIG dressing ) , while figure 9 presents fatigue strength versus Kt data for welds based upon improved electrodes ( 43 ) for welds of the geometries reported in Figure 10 ...
170 LEO a fatigue data , respectively , for the first of these ( TIG dressing ) , while figure 9 presents fatigue strength versus Kt data for welds based upon improved electrodes ( 43 ) for welds of the geometries reported in Figure 10 ...
Page 562
Cycle times are between 2-10 minutes , depending material thickness and part geometry . on a The improved composite grade PPS system exhibits , of 3.8 kJ / m 21.6 , corroborated by the high neat resin elongation .
Cycle times are between 2-10 minutes , depending material thickness and part geometry . on a The improved composite grade PPS system exhibits , of 3.8 kJ / m 21.6 , corroborated by the high neat resin elongation .
Page 563
The values are very similar to those listed above for conditioning at 71C and 95 % relative humidity . room Solvent Resistance Solvent resistance of improved PPS composites LG40-70 , LG31-60 , and LG20-40 in a number of typical fluids ...
The values are very similar to those listed above for conditioning at 71C and 95 % relative humidity . room Solvent Resistance Solvent resistance of improved PPS composites LG40-70 , LG31-60 , and LG20-40 in a number of typical fluids ...
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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 |