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 322
1200 30 0.9 1 M.B 1000 0.8 20 1 800 Uniform Elongation , E ; ( % ) 1 0.7 Yield strength , Oy ( MPa ) 0.6 10 600 - B YR = 0.5 TO B - F 400 ) F.P 50 60 70 80 90 100 P.F Yield to tensile ratio , YR ( % ) 200 200 400 600 800 1000 1200 Fig.2 ...
1200 30 0.9 1 M.B 1000 0.8 20 1 800 Uniform Elongation , E ; ( % ) 1 0.7 Yield strength , Oy ( MPa ) 0.6 10 600 - B YR = 0.5 TO B - F 400 ) F.P 50 60 70 80 90 100 P.F Yield to tensile ratio , YR ( % ) 200 200 400 600 800 1000 1200 Fig.2 ...
Page 328
X - 1063-84 ( 1984 ) As already mentioned , high deformability of structural component can be expected by reducing yield to tensile ratio of the steel . It is an important question which level of yield to tensile ratio is most ...
X - 1063-84 ( 1984 ) As already mentioned , high deformability of structural component can be expected by reducing yield to tensile ratio of the steel . It is an important question which level of yield to tensile ratio is most ...
Page 633
INTRODUCTION . а that the tensile strength of as - deposited weld metal ( and adjacent heat affected zone ) shall be equal to exceed the specified minimum tensile strength of the base metal . This requirement , however , does not ...
INTRODUCTION . а that the tensile strength of as - deposited weld metal ( and adjacent heat affected zone ) shall be equal to exceed the specified minimum tensile strength of the base metal . This requirement , however , does not ...
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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