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 56
... constraint In the discussion of the effect of constraint , it is neces- inevitably occurs in the low strength region . sary to clarify what kind of performance and type of structure The three main types of behaviour given in Fig .
... constraint In the discussion of the effect of constraint , it is neces- inevitably occurs in the low strength region . sary to clarify what kind of performance and type of structure The three main types of behaviour given in Fig .
Page 438
surface of the specimen with composite notch sampling WM - C , CGHAZ and BM is given in the Figure 12 . Finally , in Figure 13 CTOD ( BS ) and CTOD ( 85 ) values are compared . Higher discrepancy of the CTOD data shown , also suggested ...
surface of the specimen with composite notch sampling WM - C , CGHAZ and BM is given in the Figure 12 . Finally , in Figure 13 CTOD ( BS ) and CTOD ( 85 ) values are compared . Higher discrepancy of the CTOD data shown , also suggested ...
Page 504
Material Plate For a given weld metal chemical composition , slow cooling rates ( high heat input ) will produce blocky , proeutectoid ferrite along prior austenite grain boundaries during austenite decomposition .
Material Plate For a given weld metal chemical composition , slow cooling rates ( high heat input ) will produce blocky , proeutectoid ferrite along prior austenite grain boundaries during austenite decomposition .
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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 | |
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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