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 432
Assuming the surface elevation to be a narrow band normal process , Akaike and Swanson ( 1969 ) showed that a log - linear cumulative amplitude distribution realized from Rayleigh distributed amplitudes weighted by Gaussian distributed ...
Assuming the surface elevation to be a narrow band normal process , Akaike and Swanson ( 1969 ) showed that a log - linear cumulative amplitude distribution realized from Rayleigh distributed amplitudes weighted by Gaussian distributed ...
Page 709
Starting from the statistical distributions of the input parameters , the service life distribution is computed by means of Monte Carlo simulation . Computed service life distributions prove to be 0 - 20 % conservative with respect to ...
Starting from the statistical distributions of the input parameters , the service life distribution is computed by means of Monte Carlo simulation . Computed service life distributions prove to be 0 - 20 % conservative with respect to ...
Page 712
Thus , a largest value distribution was derived from the exponential distribution ( FLVE ' ( see Appendix ) : Flve ( x ) = exp ( -n exp ( -x / x ; ) ] LVE ) ) ( 12 ) From observations reported by Trantina and Johnson ( 1981 ) for n the ...
Thus , a largest value distribution was derived from the exponential distribution ( FLVE ' ( see Appendix ) : Flve ( x ) = exp ( -n exp ( -x / x ; ) ] LVE ) ) ( 12 ) From observations reported by Trantina and Johnson ( 1981 ) for n the ...
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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