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 11
The 1987 ) . have been combined to show the overall effect of higher values are applicable to thinner joints . thickness . ... 2 ( a , b ) shows that S parallel straight lines do not provide the best fit for N the data .
The 1987 ) . have been combined to show the overall effect of higher values are applicable to thinner joints . thickness . ... 2 ( a , b ) shows that S parallel straight lines do not provide the best fit for N the data .
Page 156
To show the applicability of the line spring element method for a tubular joint , a circumferential cracked tube was chosen and compared with the existing solutions . Figure 5 shows the model of a tube which has a circumferential ...
To show the applicability of the line spring element method for a tubular joint , a circumferential cracked tube was chosen and compared with the existing solutions . Figure 5 shows the model of a tube which has a circumferential ...
Page 651
Figure 2 also shows locations of strain gauges mounded on each side surface of specimen . After wide plate testing , macroscopic coupons were sectioned perpendicular to fracture surface in order to examine the fatigue notch tip profile ...
Figure 2 also shows locations of strain gauges mounded on each side surface of specimen . After wide plate testing , macroscopic coupons were sectioned perpendicular to fracture surface in order to examine the fatigue notch tip profile ...
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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