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
Consequently , it is probable that the strain ranges reported for these tests are slightly higher than the ' nominal ' ranges used for the European work which are measured 25 mm from the weld Within these limitations the Canadian and ...
Consequently , it is probable that the strain ranges reported for these tests are slightly higher than the ' nominal ' ranges used for the European work which are measured 25 mm from the weld Within these limitations the Canadian and ...
Page 309
ABSTRACT are use Higher strength steels currently beginning to be specified for the fabrication of modules for the topsides of offshore oil and gas platforms . The of higher strength steels enables weight savings and consequent cost ...
ABSTRACT are use Higher strength steels currently beginning to be specified for the fabrication of modules for the topsides of offshore oil and gas platforms . The of higher strength steels enables weight savings and consequent cost ...
Page 552
At higher ranges of stress intensity the rate of calcareous deposition is no longer sufficient to limit crack growth, which may be accelerated by the ingression of hydrogen whose formation is promoted by the protection (8,19).
At higher ranges of stress intensity the rate of calcareous deposition is no longer sufficient to limit crack growth, which may be accelerated by the ingression of hydrogen whose formation is promoted by the protection (8,19).
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Contents
THICKNESS EFFECTS | 1 |
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 base behaviour bending calculated carried compared composition concrete Conference constant corrosion crack growth CTOD curve cycles defect depth determined developed distribution effect element energy Engineering equation experimental fabrication factor failure fatigue crack Figure fracture function geometry given grade grain heat higher improved increase indicated influence initiation input inspection International length limited load lower material mean measured mechanical method microstructure normal notch observed obtained occur Offshore parameters performed pipe plate potential predicted present procedure production properties protection range ratio reduced region Research shown shows specimens standard steel strain strength stress stress intensity factor stress range structure surface Table temperature tensile thickness toughness tubular joints values weld metal weld toe welded joints wide plate yield strength