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 32
... range defini- ( Sn ) versus cycles to failure ( N ) . A detailed tion of hot spot strain range and fatigue life is given by De Back ( 1981 ) . as a The results of about 200 fatigue tests on welded large size tubular joints , which are ...
... range defini- ( Sn ) versus cycles to failure ( N ) . A detailed tion of hot spot strain range and fatigue life is given by De Back ( 1981 ) . as a The results of about 200 fatigue tests on welded large size tubular joints , which are ...
Page 389
... range ( da / dN vs AK ) curve may be necessary . This multi - linear behaviour introduces new problems in the ... range for complete stress range distribution , evaluated for power " m " . Partial weighted average stress range for stress ...
... range ( da / dN vs AK ) curve may be necessary . This multi - linear behaviour introduces new problems in the ... range for complete stress range distribution , evaluated for power " m " . Partial weighted average stress range for stress ...
Page 396
... Range / RMS Irregularity Factor ( 1 ) 5.000 4.000 1.000 0.000 0.00 2.00 4.00 m 6.00 8.00 10.00 - LEGEND- 1 : Stress Range / RMS = 1 . 2 : Stress Range / RMS - 2 . 3 : Stress Range / RMS = 3 . 4 : Stress Range / RMS = 4 . 5 : Stress Range ...
... Range / RMS Irregularity Factor ( 1 ) 5.000 4.000 1.000 0.000 0.00 2.00 4.00 m 6.00 8.00 10.00 - LEGEND- 1 : Stress Range / RMS = 1 . 2 : Stress Range / RMS - 2 . 3 : Stress Range / RMS = 3 . 4 : Stress Range / RMS = 4 . 5 : Stress Range ...
Contents
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
Copyright | |
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alloy analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicates influence initiation input International length levels limited load lower material mean measured mechanics method observed obtained Offshore performed pipe pitting plate predicted present 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 structure surface surface crack Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield