Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 27
ASSESSMENT OF UNIFIED ENSEMBLES OF HYDROGEN INDUCED CRACKS USING THE CONCEPT OF EQUIVALENT CRACKS M. Beller Preussag Ag Bauwesen , Pipeline Service Karlsruhe , West Germany C. Mattheck Institute for Material- and Solid State Research IV ...
ASSESSMENT OF UNIFIED ENSEMBLES OF HYDROGEN INDUCED CRACKS USING THE CONCEPT OF EQUIVALENT CRACKS M. Beller Preussag Ag Bauwesen , Pipeline Service Karlsruhe , West Germany C. Mattheck Institute for Material- and Solid State Research IV ...
Page 48
... assessment ( ECA ) procedures being introduced to the BSI , ΑΡΙ and CSA Codes ( 1-3 ) . A large number of papers , for example , references 4 and 5 , have now been published that provide details and compare the basis of the ECA ...
... assessment ( ECA ) procedures being introduced to the BSI , ΑΡΙ and CSA Codes ( 1-3 ) . A large number of papers , for example , references 4 and 5 , have now been published that provide details and compare the basis of the ECA ...
Page 53
... Assessment for Defects in Fusion - Welded Joints With Respect to Brittle Fracture " , 1980 . 17. Willoughby , A.A. and Carne , M.M.P. , " Assessment of Part - Wall Flaws in Pipeline Girth Welds Under Bending Stresses " . The Welding ...
... Assessment for Defects in Fusion - Welded Joints With Respect to Brittle Fracture " , 1980 . 17. Willoughby , A.A. and Carne , M.M.P. , " Assessment of Part - Wall Flaws in Pipeline Girth Welds Under Bending Stresses " . The Welding ...
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld