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 323
Yield to tensile ratio , YR 0.8 -4 --- --- 40.7 å 0.03 Ri hi OT Oy Circumferential strain at maximum pressure ( EO ) 1100H PMI ( hi / Ri ) ( MPa ) 0.02 0.05 ( EE ) 500 Circumferential strain when P = PY ( Eey Base metal OT ση 900 ס ...
Yield to tensile ratio , YR 0.8 -4 --- --- 40.7 å 0.03 Ri hi OT Oy Circumferential strain at maximum pressure ( EO ) 1100H PMI ( hi / Ri ) ( MPa ) 0.02 0.05 ( EE ) 500 Circumferential strain when P = PY ( Eey Base metal OT ση 900 ס ...
Page 452
fracture over a distance ahead of the crack tip , the extent of which is determined by the effective strain rate at the crack tip . ( Scully , 1967 and 1975 ) . Whilst such analyses have included several SCC systems , very few data have ...
fracture over a distance ahead of the crack tip , the extent of which is determined by the effective strain rate at the crack tip . ( Scully , 1967 and 1975 ) . Whilst such analyses have included several SCC systems , very few data have ...
Page 693
0.6 Flat plate with center crack 2a = 40mm Wb = 50mm specimen and the local strain for the uncracked specimen were evaluated . Overall strain is defined by the average elongation over a certain gage length ( that is , displacement ...
0.6 Flat plate with center crack 2a = 40mm Wb = 50mm specimen and the local strain for the uncracked specimen were evaluated . Overall strain is defined by the average elongation over a certain gage length ( that is , displacement ...
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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