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 51
The latter steel was BS 4360 Grade 43E which has a lower strength than the Grade 50 steel used in this test programme and was tested in three point bending The Canadian tests were loaded via the upstand and strain gauge measurements ...
The latter steel was BS 4360 Grade 43E which has a lower strength than the Grade 50 steel used in this test programme and was tested in three point bending The Canadian tests were loaded via the upstand and strain gauge measurements ...
Page 399
4 FREQUENCY DISTRIBUTION OF LOAD AMPLITUDE MEASURED FOR 70 DAYS . FIG . 5 FREQUENCY DISTRIBUTION OF MEAN LOAD MEASURED FOR 70 DAYS . cathodic protection on the fatigue crack growth rate behavior was also evaluated where the electrical ...
4 FREQUENCY DISTRIBUTION OF LOAD AMPLITUDE MEASURED FOR 70 DAYS . FIG . 5 FREQUENCY DISTRIBUTION OF MEAN LOAD MEASURED FOR 70 DAYS . cathodic protection on the fatigue crack growth rate behavior was also evaluated where the electrical ...
Page 559
This is confirmed by stress measurements performed on the fracture surface of a specimen tested at -1000 mV SCE . ... The line - broadening measured as FWHM ( Full Width at Half Maximum ) desappears as soon as approximately 10 un of the ...
This is confirmed by stress measurements performed on the fracture surface of a specimen tested at -1000 mV SCE . ... The line - broadening measured as FWHM ( Full Width at Half Maximum ) desappears as soon as approximately 10 un of the ...
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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