Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 70
As input data in the analysis critical values of crack tip opening displacement ( CTOD , 6 ) , describing the material resistance to crack extension , have to be determined . Since weldments are characterized by material heterogeneity ...
As input data in the analysis critical values of crack tip opening displacement ( CTOD , 6 ) , describing the material resistance to crack extension , have to be determined . Since weldments are characterized by material heterogeneity ...
Page 71
From the stored data critical values of CTOD were determined at unstable fracture initiation ( index " c " ) , at the onset of stable crack growth ( index " ; " ) , at instability after stable crack extension ( index " u " ) , or at the ...
From the stored data critical values of CTOD were determined at unstable fracture initiation ( index " c " ) , at the onset of stable crack growth ( index " ; " ) , at instability after stable crack extension ( index " u " ) , or at the ...
Page 139
( 1986 ) have determined My values of butt welds and T - and Xjoint geometries ( see fig . 3 ) . For butt welds and Xjoints a set of formulas for My values was derived by Maddox et al . ( 1986 ) . These formulas are valid for weld angle ...
( 1986 ) have determined My values of butt welds and T - and Xjoint geometries ( see fig . 3 ) . For butt welds and Xjoints a set of formulas for My values was derived by Maddox et al . ( 1986 ) . These formulas are valid for weld angle ...
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield