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 111
Therefore , it is considered that the condition range shown in Fig.1 is proper . of this analysis also the residual stress after the heating with Case “ A ” scarcely differs from that with Case “ B ” and estimate by elasticity analysis ...
Therefore , it is considered that the condition range shown in Fig.1 is proper . of this analysis also the residual stress after the heating with Case “ A ” scarcely differs from that with Case “ B ” and estimate by elasticity analysis ...
Page 153
A summary of th : corrosion fatigue tests is shown in Table IV . variable in hydrogen embrittlement of high strength steel , under certain circumstances it appears to have little effect on corrosion fatigue .
A summary of th : corrosion fatigue tests is shown in Table IV . variable in hydrogen embrittlement of high strength steel , under certain circumstances it appears to have little effect on corrosion fatigue .
Page 360
18mm 451 MPa ) 503 MPa 18 % 25mm 431 MPa ] 526 MPa 23 % 50mm 436 MPa 536 MPa 33 % 0.25mmA , 45deg . 2mm depth 3mmt average grain size in thickness - direction is shown in Fig . 7 , as an example .
18mm 451 MPa ) 503 MPa 18 % 25mm 431 MPa ] 526 MPa 23 % 50mm 436 MPa 536 MPa 33 % 0.25mmA , 45deg . 2mm depth 3mmt average grain size in thickness - direction is shown in Fig . 7 , as an example .
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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