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 125
The allowable fatigue endurance calculated for 32 mm and thicker joints using the Department of Energy thickness correction is also shown in Figure 7 to demonstrate the margin of endurance allowed in the design .
The allowable fatigue endurance calculated for 32 mm and thicker joints using the Department of Energy thickness correction is also shown in Figure 7 to demonstrate the margin of endurance allowed in the design .
Page 156
However , the calculated results of the stress concentration factors using the finite element method for both brace and chord are slightly higher than those from the empirical formulas . Rhee and Šalama ( 5 ) claimed that a 3 - D solid ...
However , the calculated results of the stress concentration factors using the finite element method for both brace and chord are slightly higher than those from the empirical formulas . Rhee and Šalama ( 5 ) claimed that a 3 - D solid ...
Page 191
10 EXPERIMENTED CALCULATED CONCLUSIONS O 10 20 30 40 APPLIED STRESS ( kgl / mm2 ) The study on the creep rupture life of type 304 stainless steel being widely used as boiler tube material was carried out under the temperature range 903 ...
10 EXPERIMENTED CALCULATED CONCLUSIONS O 10 20 30 40 APPLIED STRESS ( kgl / mm2 ) The study on the creep rupture life of type 304 stainless steel being widely used as boiler tube material was carried out under the temperature range 903 ...
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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