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 164
SUMMARY OF S - N DATA FOR STAINLESS STEEL WELDMENTS There are far fewer S - N data for welded stainless steel than for C - Mn steels , particularly in the high cycle life regime and at ambient temperature . Furthermore , there is little ...
SUMMARY OF S - N DATA FOR STAINLESS STEEL WELDMENTS There are far fewer S - N data for welded stainless steel than for C - Mn steels , particularly in the high cycle life regime and at ambient temperature . Furthermore , there is little ...
Page 273
obviously penalises the use of high strength steel and in some cases may negate the benefit to be achieved from their usage . In Japan , the use of higher strength steels has been actively promoted for many years and in addition to ...
obviously penalises the use of high strength steel and in some cases may negate the benefit to be achieved from their usage . In Japan , the use of higher strength steels has been actively promoted for many years and in addition to ...
Page 346
cold Cracking Tests on a C - Mn Structural Steel " , Welding Research Supplement , May , pp . 135-143 Fukada , Y , and Komizo , Y ( 1992 ) . " Study on Critical CTOD Property of Heat Affected Zone in C - Mn Microalloyed Steel " ...
cold Cracking Tests on a C - Mn Structural Steel " , Welding Research Supplement , May , pp . 135-143 Fukada , Y , and Komizo , Y ( 1992 ) . " Study on Critical CTOD Property of Heat Affected Zone in C - Mn Microalloyed Steel " ...
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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