Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 10
With an increasing diameter of the spherical notch the notch sensitivity increases as well . In fig . 4 the factor of magnification results already in a value of 2.4 for the stress in a plate with a sphe- rical notch of 2D in diameter ...
With an increasing diameter of the spherical notch the notch sensitivity increases as well . In fig . 4 the factor of magnification results already in a value of 2.4 for the stress in a plate with a sphe- rical notch of 2D in diameter ...
Page 68
... Diameter Wall Thickness III 0.102 0.61 E 0.0119 0.0191 Keulagan Carpenter Number KC Preserved Hydrodynamic Diameter m 0.1032 0.6628 Wave Frequency Ratio Specific Gravity fw / fn Not Considered Span Length m 15.4 35.7 Υ Considered ...
... Diameter Wall Thickness III 0.102 0.61 E 0.0119 0.0191 Keulagan Carpenter Number KC Preserved Hydrodynamic Diameter m 0.1032 0.6628 Wave Frequency Ratio Specific Gravity fw / fn Not Considered Span Length m 15.4 35.7 Υ Considered ...
Page 125
... diameter used and for the entire table . Tests which are not included in the statistics are indicated by an asterix ... diameter dependence of the break - out resistance through ( 4 ) . The fitting has indicated that this diameter ...
... diameter used and for the entire table . Tests which are not included in the statistics are indicated by an asterix ... diameter dependence of the break - out resistance through ( 4 ) . The fitting has indicated that this diameter ...
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addition analysis applied approach assessment assumed bending calculations caused considered CONTINUE corrosion crack damage deformation depth described diameter direction displacement distribution effect energy Engineering ensemble equations factors failure field Figure flow force fracture function given hole included increase initial installation internal layer length limit load material maximum mean measured mechanical method mode movement obtained occurred Offshore operation parameters pipe pipeline plastic plate platform position predicted presented pressure probability problem procedure properties radial range reduced relative reliability resistance response safety scaling scour seabed shown shows simulated soil solution span stability steel strain strength stress structure subsea surface Table term thickness toughness tracers tube uncertainty values valve variables wall wave weight weld