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 123
... Table 1. Three - dimen- sional finite element fracture mechanics calculations were carried out to determine the stress intensity factors for the measured crack profiles , and the results were compared with stress intensities back ...
... Table 1. Three - dimen- sional finite element fracture mechanics calculations were carried out to determine the stress intensity factors for the measured crack profiles , and the results were compared with stress intensities back ...
Page 272
... Table 4 lists the welding conditions . The groove shape was half K. The welding was performed at room temperature without preheating . Table 5 shows the fracture toughness of SAW joints at fusion line in terms of 2 mm V - notched Charpy ...
... Table 4 lists the welding conditions . The groove shape was half K. The welding was performed at room temperature without preheating . Table 5 shows the fracture toughness of SAW joints at fusion line in terms of 2 mm V - notched Charpy ...
Page 728
Table 2. Upper and Lower Estimates of the Values of the Parameters Upper Limit Lower Limit 50.0 1 000 000 0.8 Max . Annual Stress Range Sa ' N / mm2 80.0 Weibull Distribution Shape Factor B 2 500 000 1.2 see Table 3 Parameter Long Term ...
Table 2. Upper and Lower Estimates of the Values of the Parameters Upper Limit Lower Limit 50.0 1 000 000 0.8 Max . Annual Stress Range Sa ' N / mm2 80.0 Weibull Distribution Shape Factor B 2 500 000 1.2 see Table 3 Parameter Long Term ...
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