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 77
IMPUCATIONS OF WELD METAL MISMATCH ON DEFECT ASSESSMENT PROCEDURES TO BS PD6493 : 1991 Henryk G Pisarski Structural Integrity Department TWI Abington Cambridge UK Martin R Goldthorpe Structural Integrity Department TWI Abington ...
IMPUCATIONS OF WELD METAL MISMATCH ON DEFECT ASSESSMENT PROCEDURES TO BS PD6493 : 1991 Henryk G Pisarski Structural Integrity Department TWI Abington Cambridge UK Martin R Goldthorpe Structural Integrity Department TWI Abington ...
Page 80
This is expected and is due to the assumption made in PD6493 that the equivalence between K and CTOD occurs under plane stress conditions , viz : procedures need to be devised to specifically allow for yield strength mismatch .
This is expected and is due to the assumption made in PD6493 that the equivalence between K and CTOD occurs under plane stress conditions , viz : procedures need to be devised to specifically allow for yield strength mismatch .
Page 427
Weld metal mismatch was achieved by keeping the same weld metal and changing the strength of the parent plate . It is shown that for deeply cracked specimens ( a / W 0.5 ) , the standard ( ASTM E1290 , BS 7448 ) estimation procedures ...
Weld metal mismatch was achieved by keeping the same weld metal and changing the strength of the parent plate . It is shown that for deeply cracked specimens ( a / W 0.5 ) , the standard ( ASTM E1290 , BS 7448 ) estimation procedures ...
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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