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 223
Final solution annealing treatment was performed in the laboratory furnace for 2 hours at 1150 ° C followed by water quenching . The compositions of the alloys used in the investigation are compiled in Table 1 .
Final solution annealing treatment was performed in the laboratory furnace for 2 hours at 1150 ° C followed by water quenching . The compositions of the alloys used in the investigation are compiled in Table 1 .
Page 367
Testings were performed at two temperatures , O ° C and -20 ° C , either in as - welded heat affected zone ( base metal in quenched and tempered conditions ) or after a 590 ° C ( 5 hours ) postweld heat treatment .
Testings were performed at two temperatures , O ° C and -20 ° C , either in as - welded heat affected zone ( base metal in quenched and tempered conditions ) or after a 590 ° C ( 5 hours ) postweld heat treatment .
Page 433
The wave generation is performed using a 16 bit programmable digital to analog segment function generator , where the waves are built up from 1/4 wave segments . The crack length was measured using an ac potential drop system .
The wave generation is performed using a 16 bit programmable digital to analog segment function generator , where the waves are built up from 1/4 wave segments . The crack length was measured using an ac potential drop system .
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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