Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 3American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 88
Page 80
The Level 2 assessment defect procedure in PD6493 : 1991 is conservative when applied to welds which match or undermatch the yield strength of the parent material , but potentially unsafe when applied to overmatched welds when the ...
The Level 2 assessment defect procedure in PD6493 : 1991 is conservative when applied to welds which match or undermatch the yield strength of the parent material , but potentially unsafe when applied to overmatched welds when the ...
Page 155
Using the kich against C , relationship obtained for the heat treated DSE690 steel , the fracture mechanics equations can be used to calculate the applied stress required to propagate the 1 mm flaw . The CP potentials that correspond to ...
Using the kich against C , relationship obtained for the heat treated DSE690 steel , the fracture mechanics equations can be used to calculate the applied stress required to propagate the 1 mm flaw . The CP potentials that correspond to ...
Page 242
For each case of the applied frequencies 7Hz , 12Hz , and 18Hz , the normalisation factors are 16.3Nm - 3 / 2 , 7.5Nm - 3 / 2 , and 7.9Nm - 3 / 2 , respectively . Also plotted in each graph in Fig.3 is the cyclic waveform of the applied ...
For each case of the applied frequencies 7Hz , 12Hz , and 18Hz , the normalisation factors are 16.3Nm - 3 / 2 , 7.5Nm - 3 / 2 , and 7.9Nm - 3 / 2 , respectively . Also plotted in each graph in Fig.3 is the cyclic waveform of the applied ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
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
Other editions - View all
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