Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 3American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 131
basis of the results in Fig.5 , for a joint designed using SCFER increasing the weld leg length from around 10-28mm would justify a 30 % increase in design stresses . and therefore a requirement in the code should not represent a ...
basis of the results in Fig.5 , for a joint designed using SCFER increasing the weld leg length from around 10-28mm would justify a 30 % increase in design stresses . and therefore a requirement in the code should not represent a ...
Page 331
In addition , comparisons of normalized potential readings with the maximum depths of ink stains indicated that 0.4 mm to 1.0 mm deep cracks could be detected . a surface length and location of one a more initial surface cracks along a ...
In addition , comparisons of normalized potential readings with the maximum depths of ink stains indicated that 0.4 mm to 1.0 mm deep cracks could be detected . a surface length and location of one a more initial surface cracks along a ...
Page 413
Table 1 Surface Roughness of Polychloroprene Table 2 Surface Roughness of PTFE Sliding Length ( m ) Maximum Roughness ( R ) Average Roughness ( R ) Sliding Length ( m ) Maximum Roughness ( R ) Average Roughness ( R ) 0 8 1.2 0 14 1.4 ...
Table 1 Surface Roughness of Polychloroprene Table 2 Surface Roughness of PTFE Sliding Length ( m ) Maximum Roughness ( R ) Average Roughness ( R ) Sliding Length ( m ) Maximum Roughness ( R ) Average Roughness ( R ) 0 8 1.2 0 14 1.4 ...
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Contents
FATIGUE GUIDANCE FOR OFFSHORE STRUCTURES | 16 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME II MATERIALS ENGINEERING | 18 |
VOLUME 1B OFFSHORE TECHNOLOGY VOLUME IV ARCTICPOLAR TECHNOLOGY | 135 |
Copyright | |
15 other sections not shown
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Common terms and phrases
analysis applied approach assessment behaviour bending brace calculated carried chord compared comparison concentration connections crack growth crack tip CTOD curve cycles defect depth determined developed distribution effect Engineering equations estimated evaluation experimental factor failure fatigue crack Figure finite element fracture geometry given guidance heating higher improved included increase influence initiation International length limit load lower material mean measured Mechanics method microstructure mode notch obtained Offshore parameters performed pipe plastic plate position predictions present procedure properties range ratio reduced region repair Report Research residual stress shape shown shows side specimens steel strain strength stress intensity factor structures surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide yield yield strength
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 3 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791813096, 9780791813096 |
| Export Citation | BiBTeX EndNote RefMan |