Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 338
Curve fitting of the lines in Figure 6 gives the following relation between the vertical stress 0 , and the mean pressure P , og ( 6 ) A line representing an average of the plots in Figure 6 gives : k 0.04 and n = 1.5 .
Curve fitting of the lines in Figure 6 gives the following relation between the vertical stress 0 , and the mean pressure P , og ( 6 ) A line representing an average of the plots in Figure 6 gives : k 0.04 and n = 1.5 .
Page 338
Curve fitting of the lines in Figure 6 gives the following relation between the vertical stress O , and the mean pressure P , O , = k pa ( 6 ) A line representing an average of the plots in Figure 6 gives : k = 0.04 and n = 1.5 .
Curve fitting of the lines in Figure 6 gives the following relation between the vertical stress O , and the mean pressure P , O , = k pa ( 6 ) A line representing an average of the plots in Figure 6 gives : k = 0.04 and n = 1.5 .
Page 398
MODEL TEST RESULTS d = tan f YZK ਲ ( 9 ) Figure 5 shows a typical plot of net uplift load versus displacement obtained from ... The net ultimate uplift capacities determined from the present model tests are shown in Figures 6a and 6b .
MODEL TEST RESULTS d = tan f YZK ਲ ( 9 ) Figure 5 shows a typical plot of net uplift load versus displacement obtained from ... The net ultimate uplift capacities determined from the present model tests are shown in Figures 6a and 6b .
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Contents
WELD METAL AND HAZ PROPERTIES | 1 |
ADVANCES IN STEEL AND WELDING | 65 |
Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |
Copyright | |
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addition alloys analysis applied assessment axial base base metal behaviour bending calculated carried compared composite considered corrosion crack growth CTOD curve cycles defect depth determined distribution effect element energy Engineering equations estimate experimental factor failure fatigue crack Figure fracture function geometry grain hardness heat higher increase indicated initiation input interaction joint length limit load material mean measured mechanical method microstructure notch observed obtained occur offshore parameters performed pipe plastic plate predictions present pressure probability procedure produced properties range ratio region reported Research seal seawater shown shows significant solution specimens steel strain stress stress intensity structures surface Table temperature tensile thickness thread toughness tubular joints values weld metal wire yield strength zone